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RCC Column Design.xls
RCC Column Design.xls
March 24, 2018 | Author: shahrol905 | Category:
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Classical Mechanics
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ProjectClient Location Made by Date SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Checked Originated from RCC53.xls' on CD MATERIALS fcu fy 35 460 N/mm² 400 300 3 3 mm Revision © 1999 BCA for RCC gm, steel gm, conc N/mm² Page Job No - 1.05 1.5 Cover to link h agg 30 20 mm mm SECTION h b with and mm X bars per 300 face X bars per 400 face ie. 400 x 300 columns with 8 bars RESTRAINTS Lo (mm) Top Condition Btm Condition Braced ? ß Le (mm) 3600 3600 F F F F N N 1.2 1.2 4320 4320 X-AXIS Y-AXIS LOADCASES AXIAL N (kN) B1 B2 Loadcase 3 Loadcase 4 Loadcase 5 Loadcase 6 TOP MOMENTS (kNm) M ix M iy 3500 3000 1000 1200 500 2500 90.0 80.0 100.0 50.0 220.0 35.0 BAR ARRANGEMENTS Bar Ø Asc % Link Ø T T T T T T 8.38 5.36 3.27 2.09 1.34 0.75 10 8 8 6 6 6 40 32 25 20 16 12 DESIGN MOMENTS (kNm) K B1 B2 Loadcase 3 Loadcase 4 Loadcase 5 Loadcase 6 0.297 0.432 0.965 0.921 1.000 0.395 X AXIS M add Mx 24.2 30.3 22.5 25.8 11.7 23.1 114.2 110.3 122.5 75.8 231.7 58.1 90 96 100 104 106 108 90.0 80.0 100.0 50.0 220.0 35.0 Nuz (kN) 140 146 150 154 156 158 Y AXIS M add My 32.3 40.4 30.0 34.4 15.6 30.7 Status Column is SLENDER BTM MOMENTS (kNm) M ix M iy 25.0 60.0 35.0 150.0 90.0 25.0 BAR CENTRES (mm) 300 Face 400 Face Slenderness Lex/h = 10.80 Ley/b = 14.40 57.3 100.4 65.0 184.4 105.6 55.7 SEE CHARTS ON NEXT SHEET Checks Asc > 6 % (3.12.6.2) ok ok ok ok ok 0 4594 3535 2938 2556 2258 COMBINED Axis M' X Y X Y X Y 25.0 60.0 35.0 150.0 90.0 25.0 138.4 123.9 187.9 220.3 359.5 68.4 REBAR max V * 8 T32 8 T32 8 T20 8 T32 No Fit 8 T25 98.9 101.7 72.4 101.0 97.3 87.5 moment about yy axis). kN 4000 3500 3500 8T32 3000 2500 8T25 2000 8T20 1500 8T16 1000 1000 8T12 500 500 0 0.xls' on CD Page 0-Jan-00 Revision Job No - © 1999 BCA for RCC N:M interaction chart: Mx' critical 400 x 300 column (h x b). N. 30 Cover 5000 My min 4500 KEY 4000 3500 AXIAL kN 8T32 3000 3000 8T25 2500 2500 2000 8T20 1500 8T16 1200 1000 8T12 500 0. grade C35.1fcuAc 0 0 0 50 100 150 My' kNm 200 250 300 .1fcuAc 0 0 50 100 150 200 250 300 350 400 450 Mx' kNm N:M interaction chart: My' critical 400 x 300 column (h x b). Grade C35. 30 mm cover 5000 Mx min 4500 KEY AXIAL LOAD. BENT ABOUT TWO AXES TO BS 8110:1997 Checked Originated from RCC53.Project 0 Client Location 0 0 0 Made by Date 0 SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN. 5 #DIV/0! #DIV/0! #DIV/0! -54 #DIV/0! #DIV/0! #DIV/0! -58.5 422.5 #DIV/0! 422.00216 -0.00 295470 80.7 -438.51 -438.00512 0.979 1377.0035 302.E+05 -438.764 4.00 84420 30.63333 8T40 Bar diameter 54 mm d= 346 mm 924.1 622127 -291682 -438.0015 0.73 274.5 422.0025 0.00059 0.5 #DIV/0! 422.5 422.0025 0.1 622127 -92771 -438.61 901667 222.1 1.00263 5.5 422.5 #DIV/0! 422.E+05 -7.0035 422.233 548.00194 -0.00224 -0.5 422.4 -0.53 1008283 1046067 1083851 1121636 1159420 1197204 1234989 1272773 -0.84 257.63001 89.2 622127 217459 -111.5 422.7 -0.00104 0.00 759780 190.0 -0.0013 422.1 Interval = 8.0006 422.5 422.5 422.0035 217.00428 0.00267 0.0039 0.00827 0.5 422.141 -576136 229.45 -438.543 -645148 282.445 -536121 246.0105 0.5 422.9965 0.0017 422.0001 0.5994 103.00158 -0.1 -0.00022 0.00445 0.5 422.00245 0.5 422.46 -224.0009 422.2 622127 65217.0093 314.43 -645148 298.1 582869 -430099 -438.952 270.46 157.938 -430099 -430098.3 321.5 422.9 -0.798 -8.68 -438.000546 0.5 422.002 422.582 -1E+06 257.5 422.Fst MOR for chart 6434 mm² spacing = 146 mm 89.5 422.5 422.00438 0.23 414641 107.00238 -0.5 422.5 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.0035 -15.5 422.5 422.001 422.5 #DIV/0! #DIV/0! #DIV/0! -117 #DIV/0! #DIV/0! #DIV/0! -121.5 422.0065 0.5 422.5 422.00835 0.173 -645148 278.23539 111.00 548730 140.1 -438.00678 0.49 939130 231.49 639422 160.97 337.6333 0.2 -272.0035 334.00217 -0.00 270.499 -645148 274.5 422.0052 422.00258 8.853 389.0095 0.00389 0.7 -0.839 141.8 -0.9 -0.77708 309.5 422.0065 0.1 -0.00165 -0.898 -0.16 781577 194.1 -438.00626 0.035 1145.37 0.0008 422.837 360.00 Neutral axis Conc comp force inter d' inter d' inter d' inter d' inter d' inter d' inter d' inter d' Steel comp strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain Steel tens strain Steel comp stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress Steel tens stress Steel comp force inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs Steel tens force Conc lever arm Fc + Fsc .3 -1057011.0 -0.2489 2.00046 0.29 0.46 0.801 -1E+06 293.245 -1E+06 261.0049 0.00875 0.46 0.77 -704674 -704674.6 -346.00 -90.46 173.204 628 279.00512 0.46 40 Bar diameter d' = n max = 60 N/mm² N/mm² N/mm² mm n/d = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z N M Labels Neutral axis Conc comp force inter d' inter d' inter d' inter d' inter d' inter d' inter d' inter d' Steel comp strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain Steel tens strain Steel comp stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress Steel tens stress Steel comp force inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs Steel tens force Conc lever arm Fc + Fsc .0051976 0.3 -0.0003 0.49 302.70 365950 95.5281 1.1 -0.5 422.5 422.5 422.00286 0.0009 0.0143 1.00035 0.146 -1E+06 281.3 290381.5 #DIV/0! #DIV/0! #DIV/0! -63 #DIV/0! #DIV/0! #DIV/0! -67.00476 0.0038 422.72 -346.5 422.391E-06 -0.0142812 -0.632 -743497 237.00 -150.0022 422.205 394.00425 0.4774 96.5 #DIV/0! 422.50 -438.00284 0.0077 0.0012 422.5 422.1 -438.00 717570 180.01138 0.645 -15.0046 0.41 -438.176 703.5 422.6925E-05 -0.00268 0.0015 422.546 396.4 -0.58 200.4 622127 231404 -645148 -645148.1 -0.1 6.75 328165.00 -120.00266 0.00 211050 -0.0035 421.00278 0.056 0.00394 0.92 970499 238.64528 137.5 422.5 422.003 -364237 217.1 -438.0037 422.2 -0.436 -1E+06 273.0668 188.1 -0.00455 0.00386 0.3 -0.02 894930 220.00569 0.46 0.952 40 intervals n/d = 0.7085 7.1 -438.1 137917.00592 0.0019 422.00263 0.37 0.0056 401.09 265.5 #DIV/0! #DIV/0! #DIV/0! -99 #DIV/0! #DIV/0! #DIV/0! -103.Fst MOR for chart N diff M diff N Bal 32 d' = n max = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z N M Labels ALL CALCULATIONS DERIVED FROM FIGURE 3.46 -14.00206 -0.65 -438.7 622127 169984 -190.46 10.01006 0.00474 0.0035 422.E+05 -7.00117 0.016 -11.06 -599598 250.936 8T25 250.0245 0.5 #DIV/0! 422.00445 0.5 422.5 422.00188 0.1927 113.867 852.5 422.46 0.8 -207.00481 0.00665 0.00766 -0.97 932714 229.0016 422.5 422.0038 0.1 549370 -430099 -438.5 422.5 422.00636 0.1 -438.5 422.0121 -9.5 422.5 422.1 9.0035 422.528 383.00219 0.1 -438.61 189861 227324.0024 422.005 0.68 283.615 125.Fst MOR for chart N diff M diff Asc = 3927 mm² spacing = 149.0065 395.551 -656835 233.0007 -0.63 0.46 -297.E+05 -7.00525 0.46 113.46 135.E+06 -6.864 283.00281 0.00434 0.066 264787.1E-05 0.5 #DIV/0! 422.014 0.73 71.838 1874.00 -30 -30.5 422.5 422.0122339 170.46 -127.00 422100 110.82 256.00589 0.5 422.8251 -8.66 277.1 -0.46 554872 140.5 422.00283 0.00923 0.3 -0.00111 0.5 #DIV/0! 422.1 -438.797 -280794 225.5 #DIV/0! 422.0009308 0.36 377178 98.46 0.000487 0.00087 0.1500 380.63 0.869 166.5 422.5 422.402 -645148 294.045 -8.261 464.5 422.12 257.1 -0.082 -243703 209.02975 0.46 -137.649 -645148 262.0035 384.35 -438.831 241.5 422.46 0.00744 0.092 910.00199 -0.46 0.0014 0.000 40 intervals 10.0 -438.16 300.61 601959 151.2372 94.016625 0.0105 0.1 8.5 #DIV/0! #DIV/0! #DIV/0! -9 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 60.00438 0.0035 422.67 338233.0025 422.0056 0.0045 422.0035 -155.89 59.0017 0.46 -86.0033 422.00249 -0.5 422.00538 0.005 419.99 789276 195.008 0.00265 0.46 192.5 422.00518 0.5 422.5 #DIV/0! #DIV/0! -13.0125 0.55 479303 122.00525 0.84 68.06 -438.41 149.672 -1E+06 269.5 422.5 422.0175 -0.0082 346.5 422.46 154.0035 84.00544 0.00508 0.00725 0.00 464310 120.0047 422.00209 -0.146 Bar diameter 50.01925 0.5 422.01694 93.596 -6.996 103.19 -324978 229.76 Asc = 80.6 302251.5 #DIV/0! #DIV/0! #DIV/0! -18 #DIV/0! #DIV/0! #DIV/0! -22.00744 0.37 976594 240.769 1.0066752 -0.5 422.1 197347.5 422.492 1.37 0.066 -645148 286.507 281.81 1962.0002 0.0008 422.1 -376404 -42250.0055 0.948 -430323 221.46 138.4 -151.0 1011685 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 -453105 -360589 -278314 -204669 -138363 -78352 -23779 26061.962 391.00396 0.486 -645148 306.7085 258.237 -645148 266.46 221.67fcu/gm = fy/gm = net fy/gm = 15.5 422.00 337680 90.65 403734 104.0011 0.0018 0.00273 0.5 422.00277 0.5143 310.046 -14.00463 0.1 -438.11 751813 186.62 293.0082 -0.0035 361.01 -438.5 422.0035 0.849 575.94 50.0043 0.385 -163980 213.5 422.501 -645148 290.64528 119.1200 41.00673 0.00481 0.8 -324.2 -0.52 -645148 270.1 -0.00547 0.00875 0.2 622127 132619 -252.79 -372243 233.00431 0.0257 -158.0012266 -0.0119 0.0014 0.1 622127 -55063 -438.1 5.8 -0.46 190.3 -0.5 422.58 301.5 #DIV/0! 422.011 0.19 -1E+06 325.31 -281.3045 0.5 #DIV/0! #DIV/0! #DIV/0! -72 #DIV/0! #DIV/0! #DIV/0! -76.86 62.002 0.0189861 -17.00388 0.46 39.5 422.23 324.06 311.5 422.4 -438.00541 0.00481 0.0245 0.5 #DIV/0! #DIV/0! #DIV/0! #DIV/0! -4.0007 0.1 9.003 422.0105 0.46 0.0035 264.5 422.63 326.05E+05 -438.00659 0.00262 0.621 -1E+06 253.46 -173.5 422.46 70.0034 422.54248 314.1 -0.795 -1E+06 297.792 177.46 235.00455 0.1 250.00174 -0.293 -937564 245.0 -125.5 422.00 126630 40.5 422.00467 0.922 2191.824 -12.4124 72.007 1264.00159 0.46 -438.0031 422.00088 0.36 676886 169.289 374.00495 0.5 422.5 #DIV/0! 422.00516 0.5 422.5 422.33763 92.5 422.807 -1E+06 289.435 -200535 217.005 0.1 -0.5 422.63 438.894 1687.825 103.00875 0.5 422.00422 0.59 223.876 40 intervals n/d = 0.48 214.5 422.00244 -0.035 0.Project CALCULATIONS .00111 0.0005 0.0065 0.5 422.739 2.479 -11.46 -56.00225 -0.00232 -0.00541 0.5 422.63 -421.00276 0.0011 422.1 420.5 422.951 1485.00238 -0.4728 -8.1 -438.0 -0.74 864203 213.5 422.0012 0.8 71761.5 422.18 288.00269 0.866 1782.081 157.00441 0.1 622127 38956 -407.855 673.3 -0.00279 0.302 -500805 225.93614 103.2 -0.928 2314.5 #DIV/0! #DIV/0! #DIV/0! -108 #DIV/0! #DIV/0! #DIV/0! -112.00392 0.1 622127 -233013 -438.00613 0.50 517087 131.1 622127 89433.00613 0.98 489568 124.37 1014057 1051521 1088984 1126448 1163911 1201375 1238838 1276302 0.00817 0.3 -364.001 422.0058 415.5 #DIV/0! 422.5 #DIV/0! 422.X axis .00069 0.5 422.0101 261.91 1927.5 422.4.63 -438.55 0.005 0.52 229.0007 -0.00 290.46 44.4532 2.1 -0.00575 0.5 422.5 422.00286 0.5 422.00287 0.5 422.00 970830 240.00 253260 70.49 -645148.0 -0.00272 0.843 471.00567 0.00 886410 220.60 441519 113.0035 159.0041 422.5 422.731 393.241 395.5 422.0005 0.00583 0.0035 422.0665 0.41 592656 149.375 88.00275 0.0035 422.36 420.12 819362 203.0035 422.00403 0.00398 0.5707 318.99 -0.00274 0.5 422.5 422.67 379.007 0.00875 0.00592 0.789 -1E+06 301.8184 2.5 422.00583 0.5 422.0007 422.5 422.106 -11.04 407367 -430099 -430098.46 -237.9721 -8.5 #DIV/0! 422.00232 -0.00259 -0.5 422.598825 322.0025 -0.56 -239398 221.812 -10.8 Interval = 8.898 1635.8 -0.0055037 0.04 200.2 -0.0035 422.0006 422.00487 0.5 422.0234 -156.00254 -7E-05 0.5 422.88 1134.18E+05 -7.0006 0.0077 0.4 -704674 N diff M diff 25 mm 0.1247 91.0 -0.936 24.00 1013040 1055250 1097460 1139670 1181880 1224090 0.1 -438.00 675360 170.521 -13.87 86.80 -438.923 1588.0004 0.00118 -0.00033 0.5 422.12 844.37 0.00175 -0.8 -388.5 422.57 215.653 -422923 237.63 292.007 0.354 135.732 -14.46 117.5 422.37 0.0035 422.845 -477401 242.011375 0.5 422.5 422.318 118.72 364.603 123.861 765.0056 0.5 422.E+05 -7.1 622127 -134514 -438.3 -1057011 -1057011.0245 0.1 -0.5 #DIV/0! 422.5 422.007 0.48 339714.87 275.1 -0.5 422.00875 0.5 #DIV/0! 422.0028 422.46 16.5 422.1 -433.24 714349 178.8 622127 151953 -220.0035 422.99 -430099 -438.0175 0.5 422.0132 2.904 1785.3 251107.5 422.5 422.501 -836808 241.0056 0.0 -0.00602 0.00226 0.1 -438.26 706009 176.0062 381.00 -180.492 280.0504 .5 #DIV/0! #DIV/0! #DIV/0! -90 #DIV/0! #DIV/0! #DIV/0! -94.5995 118.00 168840 50.04 207.5 422.10 422.46 422.36 630440 158.5 #DIV/0! #DIV/0! #DIV/0! -36 #DIV/0! #DIV/0! #DIV/0! -40.5 422.1 463561 -430099 -438.00259 0.99 266.003 0.0021 0.0077 0.0035 -3515.00 280.0088 299.00 590940 150.5 422.00624 0.00255 0.4823 -1.345 163.46 94.00613 0.36 -1E+06 249.008 0.0035 404.5 422.1 -0.5 #DIV/0! 422.00 633150 160.00146 -0.00471 0.00575 0. BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.5 mm d= 349.479 7.1 -438.429 -11.00 506520 130.00416 0.1 -0.00431 0.00103 0.5 422.46 -184.7168 75.5 422.0009 0.1 113814 152641 188599 221995 253093 282122 309283 334750 358676 381198 -1057011.0073 373.0042 422.00552 0.5 422.05E+05 -438.5 #DIV/0! 422.00531 0.00047 0.0027 0.00535 0.586 3.00405 0.0035 422.00 260.01225 0.007 0.00271 0.70 -438.00788 0.0205364 -10.69 240.5 422.5 -0.5 422.503 282.5 #DIV/0! 422.5 #DIV/0! 422.00088 0.63 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 422.2 622127 111835 -287.0027 0.5 422.007 0.00138 -0.63333 -365.0098 85.261 -12.188 266.765025 317.6 -0.5 #DIV/0! 422.3609 0.00244 -0.E+05 -438.78E+05 -7.4.5 422.0056 0.00682 0.00096 0.00 928620 230.00493 0.24 249.00571 0.3732 -7.00 #DIV/0! -0.49 -645148 330.0063 0.2 -101.5 -0.0007 mm Asc = mm² spacing = 396.46 223.934 2433.00288 0.00636 0.89 248.5 #DIV/0! #DIV/0! #DIV/0! -81 #DIV/0! #DIV/0! #DIV/0! -85.xls' on CD Made by Job No Date © 1999 BCA for RCC CALCULATIONS .1 3.0035 -1415.46 91.5 422.5 mm 934.00732 0.74 564495 142.5 422.32 199.5 #DIV/0! 422.00408 0.014 0.0102548 0.5 mm 77.5 422.472 277.00118 -0.1 -438.0359 1.00665 0.5 #DIV/0! 422.1 622127 -20833 -438.1 -0.5 422.00291 0.1 -0.79 -438.014 0.87 0.0014 422.873 946.014 0.0106 276.00533 0.5 #DIV/0! #DIV/0! #DIV/0! -45 #DIV/0! #DIV/0! #DIV/0! -49.006125 0.57 -438.064 1020.00281 0.028 395.00933 0.00506 0.0042 0.00233 0.45 -365.5 422.46 0.46 206.56487 114.63688 97.005 0.0035 422.5 #DIV/0! 422.114 387.49 -645148 -645148.2 -238.0115468 156.4747 1.70 0.56487 138.5 #DIV/0! 422.00642 0.00187 -0.03837 87.00578 0.5 #DIV/0! 422.906 -9.00412 0.46 -48.00 Neutral axis Conc comp force inter d' inter d' inter d' inter d' inter d' inter d' inter d' inter d' Steel comp strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain Steel tens strain Steel comp stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress Steel tens stress Steel comp force inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs Steel tens force Conc lever arm Fc + Fsc .086 113.0094977 -0.00754 0.46 208.00068 0.00279 0.1 622127 10379.0036 0.081 -8.819 380.77 231.00239 0.3 AND CLAUSE 3.00077 0.8629 107.945 129.5 422.561 -645148 254.109 1.5 422.5 422.00597 0.148 775.52 -0.0018 422.5 422.3 -0.1 -0.7831 -1E+06 305.791 -1E+06 277.5 422.5 422.1 -0.00425 0.0455 0.5 422.1 -233417 -15091.00467 0.00079 0.035 0.5 #DIV/0! 422.528 3.00613 0.00721 0.32561 84.223 275.5 422.E+05 -7.49919 109.6 -0.5 422.99 -430098.0035 422.0027 422.07 857146 212.7711 313.5 422.00 844200 210.25 -438.0014 422.3E-05 0.1 -438.5 #DIV/0! #DIV/0! #DIV/0! -27 #DIV/0! #DIV/0! #DIV/0! -31.5 422.94 266.022 252597.0023 422.00 801990 200.6 -178.1 611806 -358341 -438.0212 79.46 0.8 -0.5 422.0134119 -0.9991 -438.00095 0.5 422.74 284.892 1478.0045 0.46 -21.0035 -715.46 -94.3 -0.01925 0.5 422.00181 -0.916 2062.78 265.00613 0.757 -645148 258.3934 98.E+05 -438.5 422.80359 66.006 0.1300 44.0098 0.46 66.5 422.0021 0.021 0.0098 0.86 826740 204.00461 0.813 -1E+06 285.00875 0.00057 0.5 422.2852 -8.373 24.5 #DIV/0! 422.0035 -0.E+05 -438.46 175.87 247.E+05 -438.0069 358.1 7.86 527032 133.0005 422.0161 0.79 -438.5 422.6 622127 202633 -136.0002 0.1 -438.7 -0.79 177029 214813.11 452105 115.00525 0.317 277.00459 0.10799 68.886 1311.45 350.007 0.E+05 -438.98 53.00 -60.7 622127 186840 -162.31 668224 167.0158 81.4 -302147 213.21 743793 185.0011516 -0.014 0.46 276.014 0.478 -9.405 273.8 -308.73911 93.00 379890 d' = n max = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z N M Labels 100.00 250.4 -0.00 d= Interval = 10.0056 0.0008606 0.1 -0.00 42210 20.0029 0.X axis I Location SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN.458 -645148 302.00255 -0.5 422.1 622127 -180979 -438.00175 0.0032 0.37 0.00467 0.004 0.5 #DIV/0! #DIV/0! #DIV/0! -126 #DIV/0! #DIV/0! #DIV/0! -130.0022 0.00583 0.608 -1E+06 265.46 0.46 0.00525 0.0078 331.1 510137 -430099 -438.007 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.0062756 -0.46 237. 995 1675.1 130747 -99095 -438.00065 0.0066 0.0098 339.00181 -0.98 620407 156.1 -0.3446 1.46 -53.785 -148642 309.91 279.00287 0.00184 -0.1046 59.6 -0.83 792839 197.603 -264253 301.1 143338 38274.204 913.0 398161 46160.286 191.988 -97210 243.36 -438.85 74.0007 0.078 1431.0122 1.1 -0.0 398161 89823.1 -0.9 -0.7606 64.976 142.0278764 -0.19 59.7 -0.0025 422.03 -412895 332.6556 -148642 322.578 -73390 234.0076 396.757 1297.6435 8.46 214.1 -0.00 20.035 -412895 303.3379 8T16 N diff M diff 12 Job No Bar diameter N diff M diff 16 Made by Date © 1999 BCA for RCC 106.0800 28.0016 422.6 254823 83446.7 162.46 -397.718 9.3 -0.1 373912 -275263 -438.9412 359.53 550976 139.1 155143 -176169 -438.1 -17527.968 -412895 278.00103 -0.5 398161 124768 -158.7 -438.0056 422.00272 -4E-05 0.52 -438.00137 -0.5304 320.436 -145026 236.0011 422.116 1001.168 166.0083 0.843 217.0016 0.0088 379.7623 2.95 472533 121.3458 -3.6 -155.79 497177 127.00094 0.187 216.84 -264253 306.00268 -8E-05 0.628 918.51 -438.8499 63.0029 0.8 -0.354 -412895 261.61 589302 149.34 264.00104 0.0005842 -0.0154195 111.54 1445.0051 3.514 387.2936 81.71093 60.8311 -6.4189 -1.00 Asc d' = n max = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z N M Labels 2513 mm² spacing = 154 mm 65.0081 412.813 102.835 524.0039 422.1 143338 -12003 -438.6503 331.0009 0.0054 422.754 298.8834 8.249 -412895 265.854 322.70 707862 176.7594 1.00256 -0.0005 0.1 254823 -95700 -438.808 -438.1 398161 144430 -412895 -412895.261 302.46 -320.8 -438.21 -438.0059 0.629 -148642 304.796 61048.46 207.777 1079.798 -412895 295.5 -0.1 -0.60 -438.4238 2.28 786305 195.46 148.0212 -0.00136 -0.33 152.1 398161 -189286 -438.9124 336.12 629419 158.001 422.55654 70.136 820.9 -438.2 -0.0044 0.Fst MOR for chart d= Interval = 356 9.084 ###### -438.9 -216.1 398161 -234070 -438.0527 0.428 -148642 269.14325 58.46 -377.1 398161 10450.16 188.0019 0.1 -0.0003 0.53 100814.7635 -4.8834 -4.1759 62.20322 66.46 -301.00292 0.5726 332.0008 422.46 -91.00115 -0.9 123.6565 1.00294 0.986 25.0012 0.21 -148642 -148642.5 174.9 -0.1 -0.6 -0.46 171.06 456100 117.535 608.40 250717 69.4 -264253 -264252.1 -0.67 -438.00275 0.1 319952 -275263 -438.00071 0.46 24.991 800.68 467180 120.0029 0.358 1524.465 218.17 348.56 990097 244.8834 175.9282 83.0018 422.172 739.00109 -0.00283 0.76 914961 226.987 129.897 -148642 296.8871 3.00292 0.1 -0.1 143338 -3529.4507 65.842 94.703 139.18 743637 185.0061 422.0028 422.32 507888 129.46 16.3 -0.0078 406.713E-05 0.7854 1.7 -0.1 -141307 -176169 -438.623 158.0726 10.1038 10.8 -325.004 0.443 131.4861 166.46 -372.0009 422.8 143338 28709.00053 0.5 -0.80289 48.8508 66.55 -438.1 143338 -89999 -438.287 -52735 226.00259 -0.959 86.46 181.00137 -0.78 -438.584 865.6334 92.00214 -0.00052 0.98 274.7 -148642 -148642.1763 126.00262 -0.20 119539 158760.9156 68.46 -94.755 139.8913 -6.586 1.03366 -234.1 254823 21769.36 -438.46 205.447 1002.41 -438.6 208.46 -8.796 874.1566 63.32 415023 108.013 -236382 236.1 -0.0106 352.00049 0.16 -264253 280.00076 0.0014 422.1 -0.084 1190.3 -355.33 195.167 -149795 224.00095 0.2136 5.40 -438.0051 0.0 -0.0092 385.1 -438.177 1601.82 349.19 752132 187.46 263644 72.0007 0.74 -275263 -438.449 25.06 101.1 -0.7323 68.07 214.1 254823 -3597.002 -0.1 -0.74461 73.0635 -4.119 -412895 307.00037 0.0403 -452.172 202.00198 -0.171 1377.703 19.6846 3.02948 335.4326 61.00211 -0.1026 58.41 955668 236.00107 0.00206 -0.1 228924 -176169 -438.0013 422.9 -0.425 210.2691 3500 1 2 1000 3 4 500 5 6 N diff M diff N Bal 67.1 143338 -57115 -438.3331 -6.00254 -0.00285 0.14 -438.46 222.4366 55.00232 -0.825 969.5278 55.0009 0.00275 -8E-05 0.719 -241677 254.1 665.Project CALCULATIONS .0007 0.1 -0.0043 422.48 -438.6887 8.41 147.8932 328.2405 67.5 -0.16266 48.04 426473 110.197 -264253 310.1 -0.39 385766 101.78993 56.3E-05 0.0023 422.5825 72.1 -207.6651 -6.929 1.0031 422.0019 0.46 -252.8512 0.44 702560 176.4 254823 69031.2 -314.0882 -4.406 137.84416 44.065 71.177 205.7 254823 32832.42 187.46 -130.99 201.77 -438.7375 -3.0067 418.52108 50.64342 56.1 398161 -115481 -438.29326 54.5 n/d = Neutral axis Conc comp force inter d' inter d' inter d' inter d' inter d' inter d' inter d' inter d' Steel comp strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain Steel tens strain Steel comp stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress Steel tens stress Steel comp force inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs Steel tens force Conc lever arm Fc + Fsc .996 392.00085 0.52 538253 137.82 222936.47 30.0018 422.053 -264253 297.79 1021634 1060855 1100077 1139299 1178520 1217742 1256963 -0.002 0.9904 -4.1 254823 -34457 -438.9 254823 89944.8004 0.96147 54.3758 -3.4166 69.46 169.46 162.1 -0.55 -176168.1 254823 -72807 -438.67 209640.0486688 -605.00296 0.00282 0. BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.963 816.056 -412895 274.87 -412895 299.86 332870 88.0007 422.864 -6.1 -98071.0117 307.842 -124535 219.24195 51.005 422.529 -264253 267.37 -269513 240.00259 -0.471 -343711 249.8193 -3.78 -438.74 207.50397 labels .5614 75.1 -0.0018 422.905 -148642 274.1 139884 -99095 -438.1 -438.77659 57.13 291794 78.093 -264253 271.2015 127486.6413 70.4087 340.0097536 0.99 747083 186.9 39.46 46.0016 422.03 341.6908 -6.703 -125106 232.1 -0.45 -438.4985 77.265 1098.71 176.7554 60.519 173.22 292.0023 422.0131 253.34 62.5 -0.00286 0.3 143338 42547 -184.0105941 0.10 304351 81.46 -45.00025 0.02292 -2.1 254823 -151676 -438.065 64.0726 116.46 -238.07 354868 93.48 167.46 -134.0023 0.00158 -0.808 -438.61 46.46 49.46 -183.46 -302.681 58.46 73.9713 7.0035 422.1 398161 -9949 -438.5 -0.46 -438.05 996375 245.5749181 64.174 138.0005 0.1 -0.26 630010 158.8833 8.417 1365.8 237203.3 -323.75 345058 91.62 269.2 -0.0042 0.58 825526 204.617 442.46 -15.1565 -4.301 174.1 -438.0005402 -0.0015 0.95 1031173 1072250 1113327 1154403 1195480 1236557 -0.778 119.0043 422.2 -0.1 143338 4140.0086 370.25 579330 146.0054 0.1 209521 -176169 -438.26 337.8 n/d = Neutral axis Conc comp force inter d' inter d' inter d' inter d' inter d' inter d' inter d' inter d' Steel comp strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain Steel tens strain Steel comp stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress Steel tens stress Steel comp force inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs Steel tens force Conc lever arm Fc + Fsc .0300 10.0013 422.66 433311 111.61 -264253 293.92 135.3244 73.6 -409.00247 -0.1 398161 -84712 -438.63 284.92 1037083 1077790 1118497 1159205 1199912 1240619 -0.003 0.00091 0.787825 344.459 169.1 -438.4 115.003 0.00292 0.5 -400.8 -176.36 -275263 -438.1077 96.5 -250.00278 9.3 -0.806 -412895 286.0048 422.721 1364.334 134.057707 -751.1 119603 -99095 -438.49657 60.688 1152.21 -148642.1995 3.91 784713 195.45 943191 232.0746 -412895 -412895.0036 0.579 -385439 253.0009 422.24 60107 200.04 -275263 -275263.17 -438.837 -140672 256.36 394089 102.35 -438.00248 -0.0025 422.7 398161 61877.0294416 -171.0 254823 61006.55 -176169 -438.719 -205533 232.5554 -5.763 54.349 -412895 316.00112 -0.4557 2.1 349374 -275263 -438.00271 8.023 -148642 278.00225 -0.3069 56.0185478 -0.03799 -289.734 -412895 291.04 251.46 -15.437 1154.8247 2.0255 -3.17 182229.495 588.838 -305188 245.2545 -6.78 -176169 -176168.00063 0.8 -0.781 -148642 283.8 -0.7 254823 42991.534 214.284 198.6214 0.46 130.30 254.6 -0.00061 0.1 143338 11116.4 143338 50239.0138 257.613 -264253 262.0127142 -0.1 -2018.000635 -0.1132 ###### -438.0073 -0.898 464.68 132.442 218.00023 0.56 -438.82 590197 149.0077 0.0102 -0.489 158.88218 50.0010415 -0.1 398161 29080.00285 0.7 -286.204 -412895 311.1 143338 -21412 -438.7 -0.37 192.663 -264253 284.46 106.46 126.90 670717 168.5996 2.00279 0.9156 63.1 398161 113922 -187.8 398161 76387 -286.705 149.72996 52.52 49.18 -148642 287.37 866867 215.0806 -148642 326.00111 -0.00298 0.00278 0.59 373947 98.634 126.7467 0.1 244946 -176169 -438.7 43.3 -0.3 -0.00296 0.00 23.1106 7.354 675.44859 83.08328 53.006 422.65 171.221 -214553 249.0112 301.00253 -0.1 -0.3104 -6.9815 0.252 197981.902 1279.33 260.54 711424 178.629 3.8 -0.0021 422.25 -438.78 315646 84.01 52.1 394689 -275263 -438.240491 9.00178 -0.55 1322.1 -0.97 548595 139.1 -0.1 -438.03 263.0023 0.415 213.00162 -0.X axis II Location SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN.303 -264253 275.0029478 -0.0054 422.134 245.0002 0.0 -0.7118 324.364 141521.0029 422.2703 78.00294 0.3 -0.0009 422.44313 55.46 198.353 2.35572 Bar diameter 42 956.0039 422.079 386.16 903969 223.46 188.9981 6.1 -696588 -255071.7626 50.49 283.24 511754 130.0124 311.00296 0.0063 422.893 106.75E-05 -0.1 -0.95 122.553 19.0101 347.8 -250.659 -189558 245.0 -0.514 31354.00235 -0.00074 0.46 229.76 273.00103 -0.00222 -0.52242 49.9 -438.2 -414.5 -0.8 398161 102302 -218.874 154.0217285 -51.0014 422.1 -0.9 -438.36 -275263.1 398161 -32384 -438.46 -438.7 -0.0007805 -0.2821 76.808 -99094.01968 -0.46 -238.738 1496.02 163.1 -0.817 -412895 270.1 254823 -176169 -438.6 -276.70 255.6 -0.1 -891843 -365047.78 135.10 907943 224.48 833546 207.1 n/d = Neutral axis Conc comp force inter d' inter d' inter d' inter d' inter d' inter d' inter d' inter d' Steel comp strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain Steel tens strain Steel comp stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress Steel tens stress Steel comp force inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs Steel tens force Conc lever arm Fc + Fsc .0062 0.0401 -5.0035 422.90 56.0003 0.74 982412 242.1 -426602 -161864.1 -0.41 668640 167.077 -166451 241.46 -181.2522 -264253 -264252.479 612.32 37.46 223.85 182.0015 0.8 -240.0028 0.4 -0.00217 -0.929 1266.0200913 -29.956 138.64 -438.50 297.716 538.00271 -0.9958 -6.01738 -6.0089564 0.36 -438.64 119.644 mm Asc 1608 mm² spacing = 156 mm 40 intervals 0.2209 6.1 -438.247 114.0024 -0.0011 422.2E-05 0.1 -0.375 348.8 -364.5497 1.0029 0.20 288.00235 -0.174 172.83 949020 234.1 -0.74 45334 200.8912 2.905 -110543 248.Fst MOR for chart d= Interval = 358 9.1 -0.1 -0.865 135.82 -264253 340.0069 422.1 -438.892 131.84 92.1 -0.8 143338 46525.46 98.00242 -0.46 103.00012 0.5303 4.58644 50.64 142.2 -99094.1 -438.885 -84860 239.0107 53.4 -368.204 Bar diameter 44 951.1 185539 -176169 -438.449 -176736 228.1 -0.1 -0.4683 -4.1 284027 -275263 -438.64 166.46 77.32 200.1 105709 -99095 -438.87 864748 214.505727 77.7593 7.83543 59.0034 0.0025 -0.00288 0.002 422.661 -124983 252.393 -148642 261.0033 0.316 218.27 293.00227 -0.859 557.0048 422.71 661483 166.0028 0.21 -148642 353.1 398161 -150084 -438.46 -141.000181 0.93533 84.1 398161 -57175 -438.264 -148642 313.93 168563.004 422.01142 0.7 -0.805 94.00276 0.2304 -4.0045 422.46 54.07261 78.118 161.1722 3.1 -438.0151111 6.1 -0.9 -0.00281 0.4 254823 76491.1 254823 -52535 -438.00268 -0.57492 CHART MARKERS 138.17 157.513 190.00267 -0.03 -412895.12 874254 216.60171 52.0004 0.852 -106538 228.00039 0.468 88.20 86410.27 -438.00081 0.49 276424.0008 422.034 108.1 143338 -43736 -438.0253613 -0.64 825790 205.02 169.5845 5.5269 184.0012 0.2328 327.31541 52.0013 0.00264 -0.815 708.6 143338 17488.07 -438.74 -438.0022 -0.1 143338 -99095 -438.70 -438.1 143338 -31921 -438.343 -264253 258.001 0.0012 422.46 151.05 129.421 -264253 319.216 -148642 300.46 143.1 -438.194 271.1 -0.277 58.9 -0.5 143338 33675.1 64260.7 -0.73 -438.1 254823 -18235 -438.0036807 -0.00099 0.271 67.213 90.05 -62707 230.505727 67.0886 66.1 -0.2 137.1 -17588.00086 0.721 716.59 345.00041 0.8 -0.09 -438.21 -438.88 33.7 -99095 -438.9 -0.1 143338 -72391 -438.476 765.131 -412895 257.1 254823 -121755 -438.813 -264253 288.486 -264253 314.00164 -0.46 121.05 -438.1 104965.097 1227.82 -264252.46 -85.155 649.3 254823 52352.9 398161 134915 -132.0022 422.68 -99095 -99094.46 18.002 422.0032 422.1 -0.462 115360 -176168.xls' on CD 20 d' = n max = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z N M Labels d' = n max = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z N M Labels 46 946.0014 422.0457 -0.3935 71.46 81.0028 422.00243 -0.809 860.4858 1.0164 191.3573 84.9488 -148642 318.00287 0.175 214.793 -99094.356 -264253 323.4 143338 23331.0032 422.0176 189.0071 422.78 181590.0048 0.591 -148642 265.7583 -4.0007 422.175 458.456 927.0400 14.8942 -2.00103 0.9799 2.007189 0.551 -412895 282.0306939 -0.32124 56.20 -438.0 -0.1 254823 9676.732 mm Asc 905 mm² spacing = 158 mm 40 intervals 0.218 -148642 291.00193 -0.8 -438.1 -438.0016 422.0024 0.6097 -2.1 -438.3 -147.00298 0.53 239173 -275263.9176 59.7292 6.1 -0.308 1210.08 126.28 -438.0258083 -0.1 -0.9901 2.859 -89188 223.245 171.292 40 intervals 0.00264 -0.446 1031.6 -0.342 767.0146 259.46 -51.88 164.0140287 -0.1 87902 -99095 -438.00135 -0.46 190.9933 64.289 155.1 -0.0026 422.46 -193.Fst MOR for chart d= 354 mm Interval = 9.00027 0.00294 0.00282 0.067 1092.6 -0.2 -0.238 501.0036 422.37663 74.0617 -0. 0035 422.00467 0.6762 23.00525 0.46 422.00403 0.01925 0.5 422.24 364.81 846.00514 0.00162 0.00148 0.7026 551095 146 4125.5 422.64 -10.00142 0.9431 213222 149.00 380.Project CALCULATIONS .00158 0.46 333.0329 -8.46 422.782 2047.86 741.00095 422.00186 0.6721 16.988 3292.00467 0.335 87.42 31.46 422.5 0.00 426.12 506.0105 0.5 422.00329 0.0636 -10.00496 0.46 250.9 622127 256951 -45.9 255.8948 -10.5 422.5 422.5 422.46 325.46 295.46 0.00263 0.5 422.553 86503.5 422.00 590940 120.005 0.0053 0.098 109.00433 0.5 422.00245 0.0042 0.00211 422.5279 69.00317 0.59 158.12 329.008 0.00284 0.41 480.00306 0.5 422.00 380.8805 43.00272 0.71 504.5 3470.5 0.5 422.0008 422.9365 25.2607 57.1 406.63 17.1472 -4.5 422.0035 0.44 61.5 #DIV/0! 422.3217 14.00516 0.0044 0.00512 0.23 186.562 -40632 193.00328 0.5 0.46 422.35 667.7 228.00 844200 180.5 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 422.00455 0.528 2694.5 422.5 422.65 122443 173.69699 622127 149.00275 0.5 -8E-05 422.0035 422.46 0.337 -32.33 793.46 249.5 422.5 #DIV/0! 422.00448 0.1 78.00328 0.46 0.106 -3.0901 862685 146 4437.00481 0.00327 0.00412 0.5 422.9125 12.00 337680 60.00324 0.00383 0.8 622127 400951 201.5 422.5 #DIV/0! 422.6 7.5 #DIV/0! #DIV/0! #DIV/0! -180 #DIV/0! #DIV/0! #DIV/0! -171 #DIV/0! #DIV/0! #DIV/0! -162 #DIV/0! #DIV/0! #DIV/0! -153 #DIV/0! #DIV/0! #DIV/0! -144 #DIV/0! #DIV/0! #DIV/0! -135 #DIV/0! #DIV/0! #DIV/0! -126 #DIV/0! #DIV/0! #DIV/0! -117 #DIV/0! #DIV/0! #DIV/0! -108 #DIV/0! #DIV/0! #DIV/0! -99 #DIV/0! #DIV/0! #DIV/0! -90 #DIV/0! #DIV/0! #DIV/0! -81 #DIV/0! #DIV/0! #DIV/0! -72 #DIV/0! #DIV/0! #DIV/0! -63 #DIV/0! #DIV/0! #DIV/0! -54 #DIV/0! #DIV/0! #DIV/0! -45 #DIV/0! #DIV/0! #DIV/0! -36 #DIV/0! #DIV/0! #DIV/0! -27 #DIV/0! #DIV/0! #DIV/0! -18 #DIV/0! #DIV/0! #DIV/0! -9 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! max #DIV/0! max 32 Bar diameter continued Interval = 26.5 0.0035 422.00485 0.59 827.00538 0.5 422.6076 53.5 #DIV/0! 422.00321 0.3878 -5.51 22.46 0.00195 0.00488 0.63 0.9625 -3.00 310.0056 0.5 422.00 400.0002 422.24 586.0035 422.91 68.6 -36.803 280215 154.00461 0.5 0.5 422.00288 0.5 422.5 #DIV/0! 422.00744 0.6 0.65 1.63 -1415.46 408.00304 0.0038 0.46 422.00088 0.0056 0.812 61.5 422.8778 17.489 92.0746 -5.0023 0.5 422.00 506520 100.5 422.00109 422.00323 0.0035 422.87 346.46 273.5 422.00 168840 84420 -0.1 622127 327512 58.00 320.613 2487.5 #DIV/0! 422.40936 598736 149.00433 0.5 3438.007 0.24 452.00131 0.00547 0.00788 0.46 0.7135 -3.0035 422.00875 0.00295 0.0333 19.15 382.00328 0.0035 422.00 260.6 368.46 422.00325 0.5 #DIV/0! #DIV/0! #DIV/0! -153 #DIV/0! #DIV/0! #DIV/0! -157.5 #DIV/0! #DIV/0! #DIV/0! -171 #DIV/0! #DIV/0! #DIV/0! -175.00066 422.00 370.00569 0.00293 0.489 90.65 15.46 0.0003 422.5 54.5 422.00547 0.0035 422.103 -10.17 233.00525 0.0035 384.2275 20.46 262.5 0.34 346.00167 422.01138 0.00241 0.46 422.00 330.00225 0.5 422.46 285.00 300.00493 0.3511 -1.5 3358.1718 13.46 0.00301 0.6661 67.5 422.5 422.38 19.1 -0.3568 602877 146 4177.8 422.00429 0.00125 0.xls' on CD Made by Job No Date © 1999 BCA for RCC 40 Bar diameter continued Interval = -20.5454 802596 146 4377.00331 0.5 422.88 800.5 0.3 622127 414751 317.01006 0.00324 0.00 337.00181 422.5 422.01925 0.00378 0.0049 0.9162 693075 146 4267.2981 430502 146 3981.5 422.47 747.00 426.46 422.5 422.46 407.2928 364732 149.5 422.00295 0.46 0.2 173.5 #DIV/0! 422.5 #DIV/0! 422.2595 -10.5 422.7 185.00256 0.5 422.347 -87291 197.5 422.0014 0.985 -26.69408 61.00329 0.3195 32.6022 -8.005 0.01225 0.7697 36.00431 0.00496 0.0028 0.139 7979.46 422.5 422.46 0.5 422.5 0.5 422.00291 0.5 422.00461 0.0024 0.66 167.00 280.47 18.00196 0.46 315.5 422.5 422.19 557.1895 -4.0018 422.00435 0.9 35.00504 0.754 2130.00875 0.46 261.65 640.0716 -6.0595 -6.00455 0.782 -7.0004 422.5 3333.5 622127 414751 -129533 209.5 422.00197 422.8562 18.00875 0.5 422.00552 0.8646 889647 146 4464.00244 0.46 0.46 422.00445 0.7925 -1.37 382.37 0.00174 422.46 0.00636 0.97 197.46 333.5 422.5 422.00082 422.00202 422.00252 0.46 371.0035 422.00236 0.61 83.00665 0.00235 0.00438 0.15 11.44531 585943 149.0 0.00 340.6606 22.61 3.00159 422.5 422.361 -66272 201.00171 0.6 318.5 422.1633 -8.5 #DIV/0! #DIV/0! #DIV/0! -144 #DIV/0! #DIV/0! #DIV/0! -148.00175 0.5 #DIV/0! 422.00296 0.982 3204.41 934.00289 0.5 #DIV/0! 422.376 -97016 205.67 609.00063 422.39 337.5 422.18 773.6 0.5 422.4805 393992 149.00463 0.00311 0.5 #DIV/0! 422.62 714.5 0.2 0.00187 422.00 350.46 422.16 86102.89 47.0098 0.5 422.61 38.X axis III Location SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN.00514 0.46 0.2255 26.5 422.00294 0.44 328.0149 80.7 50.8123 29.37 0.1 149.00321 0.00274 -0.4526 -2.51 14.46 0.5 3511.5 3277.07 26.00325 0.00026 422.48 244.158 186.5 422.8 622127 414751 388.5 422.6941 235.5 3156.00163 0.00665 0.00171 0.035 0.5 0.003 0.5 422.00875 0.5 422.00394 0.5 422.00305 0.00297 0.00535 0.5 0.2 7.00 880.257 -8.5 422.5 0.46 0.37 0.5 0.9937 24.5 #DIV/0! 422.0844 488506 149.00219 0.0359 12.00293 0.00464 0.5 #DIV/0! 422.00455 0.46 391.5 422.5 422.2 -0.00275 -0.82 5.00286 0.7 332.5 422.84 48.0035 159.1124 445191 149.00033 422.6277 732593 146 4307.5 422.5 0.0035 264.00022 422.7 622127 414751 302.5 422.00525 0.5 #DIV/0! 422.48 478.1 4575.9388 557798 149.00525 0.5 422.9 622127 414751 406.569 -8.86 82.00288 0.5627 -2.00477 0.0035 422.1 178.0033 0.00153 0.0018 -0.00302 0.00458 0.5186 -5.7 414.5 422.0 0.007 Nuz 0.66 175.0029 0.8 622127 414751 356.00265 0.19 373.00207 422.68 9.5 422.9 0.05 400.00408 0.9281 914827 146 4489.0035 422.00488 0.5 422.46 0.5229 -10.602 max .00218 0.00613 0.00267 0.00256 0.0035 421.46 285.00284 0.6 345.46 422.5269 -2.3 303.00249 0.00269 0.5247 -3.697 190.0035 334.00443 0.00438 0.5 422.05 872.00408 0.0035 422.46 350.4409 22.00 675360 140.7 0.43 583.42 43.4264 542269 149.5 422.00204 0.00474 0.7 622127 414751 344.602 -27.00471 0.5 0.46 422.00219 422.5 0.46 422.0035 422.5E-05 422.29 854.00319 0.0077 0.00329 0.56 165.00541 0.97 3021.2 -56.49 319.00315 0.5 3498.5 422.00167 0.91 636.00121 422.00613 0.5 422.00204 0.10 767.00425 0.7325 -10.87 0.2 181.5475 28.5 422.46 342.00404 0.00405 0.9 398.014 0.2 -16.5 3095.645 359716 146 3883.0016 422.9417 -4.5 422.5 422.00 240.00385 0.00519 0.7 -0.00474 0.00744 0.5 422.552 85.77 720.994 3377.00273 0.5 422.5 422.00492 0.57 819.858 768981 146 4343.8077 -10.5 0.00592 0.00142 422.00377 0.00248 0.5 622127 290318 -4.00485 0.00418 0.0 -3E-05 422.6 0.3407 -5.007 0.5 422.5 422.00311 0.0035 422.7061 -8.46 0.6376 833743 146 4408.87 34.5 422.9634 493931 146 4068.00481 0.5 0.46 422.46 422.04 176.00153 0.00383 0.5 422.27 96.65 47992.5 0.2493 -2.00875 0.29 355.706 8T32 105.00167 0.00509 0.46 422.5 422.5 422.347 98.27 223.41 41.7 622127 335746 72.5 #DIV/0! 422.53 560.00282 0.00416 0.79 145.00388 0.9 0.00219 0.00 759780 160.00097 422.00455 0.00725 0.76 1313765 1351229 1388692 1426156 1463619 1501083 1538546 1576010 1613473 1650937 1688400 1799151 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 0.149 18568.6397 -2.00212 0.00301 0.5 0.6148 -4.00452 0.7 622127 343612 111.5 422.00384 0.00525 0.687 102.00296 0.00553 0.00018 422.00122 422.00324 0.9078 31.0032 0.46 0.8733 -2.5 422.5 -88.5 422.946 2656.0003 422.00408 0.747 42300 181.6 0.00381 0.00325 0.8 622127 414751 422.00613 0.7 5.5 422.00299 0.00316 0.4 287.5 3245.5 422.5 3420.5 422.0035 422.00211 0.00 928620 200.6184 -2.00327 0.5 422.82 53.1061 420706 149.01138 0.00875 0.00309 0.46 274.5 3455.014 0.00133 422.4 204.737 107121 169.5 #DIV/0! 422.46 0.00481 0.00298 0.585 2558.59 23.0056 0.00 253260 Solve for Nuz 40.46 422.00583 0.00263 0.697 2288.5 422.5 422.5 #DIV/0! 422.00525 0.7761 -3.00262 0.00231 0.00271 0.46 0.46 422.3126 33.6 357.3458 51.00575 0.00678 0.32 8.0032 0.0035 422.4 249.12 400.5 3306.5 #DIV/0! #DIV/0! #DIV/0! -162 #DIV/0! #DIV/0! #DIV/0! -166.56 27.58 30.00448 0.5 #DIV/0! #DIV/0! -135 #DIV/0! #DIV/0! #DIV/0! -139.8157 66.5 422.00224 0.5 422.5 422.00268 0.7 65.00322 0.25 391.00044 422.46 422.307 -37160 197.00037 422.00151 422.39 128.5 422.5 #DIV/0! 422.3744 26.7966 650003 146 4224.5 0.00467 0.0035 422.00 1266300 1308510 1350720 1392930 1435140 1477350 1519560 1561770 1603980 1646190 1688400 1603980 1519560 1435140 1350720 1266300 1181880 1097460 1013040 220.2 622127 279786 -6.00207 422.0049 0.7 622127 414751 225.7 -0.8488 72.00292 0.5 3401.5236 296961 149.95 531.5 #DIV/0! 422.0026 0.4876 15.00298 0.3901 -10.0042 0.46 296.00132 422.01663 0.00143 422.5 422.46 422.5 422.9 622127 414751 368.00167 422.0001 422.5 422.5 422.00378 0.2212 -8.1264 -6.5 0.63 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 422.5 0.0 622127 365117 144.5 422.4 0.098 157134 169.00589 0.5 0.71 907.00192 422.5 2761.00 360.144 -34081 189.8 622127 384089 174.00303 0.5 422.00137 0.4 183.415 -9.5 422.5E-06 422.46 422.00137 0.46 342.00308 0.8 36.00613 0.46 0.9796 -4.000 20 intervals 300.5 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 402435 422495 441472 459453 476513 492721 508140 522826 536830 550198 562973 597629 628265 655543 679528 679528 679528 679528 679528 679528 679528 679528 679528 679528 679528 679528 679528 679528 679528 679528 679528 -188592 205.1 0.00642 0.0035 422.192 -9552.00403 0.71 453.5 422.00 340.00481 0.5 422.725 2210.00143 0.482 2951.00215 422.0543 78.00318 0.5296 -2.46 0.337 max 25 Bar diameter continued Interval = 26.46 422.38 688.46 422.00306 0.2 9.00313 0.811 960501 146 4535.007 0.5 422.9 185.00481 0.0065 0.9 0.5 #DIV/0! 422.00186 422.62 364.0 622127 268680 -25.2885 39.5 0.5 0.0041 0.55024 2.0035 422.2677 -8.0055 95.00197 422.00481 0.46 422.5 422.00298 0.5 422.5 3485.5 422.00131 0.976 3113.5 422.641 2415.5 422.00313 0.46 422.5 #DIV/0! 422.998 -6358.99 119.7 622127 414751 267.00431 0.5 422.7E-05 422.0035 -15.00512 0.00047 422.0 0.00014 422.0033 0.00504 0.5 #DIV/0! 422.00245 0.14 662.00 360.00379 0.00174 422.46 422.5 422.0052 0.8 -14.00438 0.578 -10.00508 0.511 87.00192 422.29 122.5 422.00525 0.219 64919.00255 0.1942 50.11 5.5 422.00125 0.00233 0.12 1310557 1348341 1386126 1423910 1461694 1499479 1537263 1575047 1612831 1650616 1688400 1801126 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 0.5 0.5 0.06 693.46 422.3 19.00508 0.00535 0.5 422.0047 0.1 3.5 422.00211 422.00314 0.82 533.0 0.7 379.00425 0.5 3380.00407 0.00158 0.5 422.5 422.49689 610775 149.5818 -5.3 177.29 898.00414 0.46 315.5 422.00382 0.958 2864.7906 -3.46 422.00253 0.00547 0.0035 422.5 #DIV/0! 422.00259 0.00405 0.5 #DIV/0! 422.00455 0.0002 422.0 622127 244546 -65.36 137. BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.00331 0.34 218.5 193.95 154.5 422.5 #DIV/0! 422.26 110.7999 11.5678 -3.00438 0.5 422.5 189.75 355.6 622127 414751 414.46 422.00412 0.00202 422.5 #DIV/0! 422.014 0.00148 0.5 422.00416 0.46 390.21 11.5 422.1082 19.00541 0.46 350.00295 0.9237 -8.00265 0.0245 0.5 422.5 422.5602 47.0027 0.00443 0.57 154.61709 572325 149.00379 0.50 373.75 76.1148 75.5 422.94 2546.5 422.0395 -1.00385 0.818 143.5 422.9756 190.5 422.0003 422.00398 0.5 422.00151 422.9 269.00318 0.4 177.00613 0.5 422.5 422.6123 332542 149.6 622127 309829 28.0056 0.5 422.94 613.46 422.5 422.5 422.00 320.8 0.0004 422.5 422.002 0.00303 0.5 422.952 2762.5 422.5 0.0039 0.5 422.7 -0.751 -136537 201.7 191.10 391.46 371.00175 0.1795 -3.4023 70.706 20 intervals Solve for Nuz Nuz 310.46 306.46 422.5 422.5 #DIV/0! 422.5 422.4519 467716 149.25 320.00 20.37 0.5 422.5 622127 414751 285.46 422.02975 0.5 422.5 3535 82.00326 0.5 422.669 2364.8 622127 414751 247.00299 0.34 85.00293 0.00516 0.0984 525629 149.58355 981277 1000839 1019292 146 146 146 4556.5 422.5 422.003 -8.0004 422.5 3523.00186 0.4853 -3.2519 938395 146 4513.00575 0.9762 507756 149.7 60.577 -21.46 324.46 0.00 422100 80.00376 0.5 422.5 0.5 422.0011 422.6 622127 414751 397.9 116.00525 0.5 0.2 622127 414751 378.3 0.2 388.193 3696.5 0.66 4594.685 235.53 924.00326 0.3 622127 300320 12.5 0.238 20 intervals Solve for Nuz Nuz 311.00416 0.00215 422.00175 0.00445 0.46 422.488 190285 166 3460.964 2925.005 0.0028 0.5 -78.7 622127 318883 44.00295 0.00381 0.00378 0.2603 -4.00613 0.00 390.761 163492 157.6 622127 414751 331.9113 35.08 207.0035 422.0035 422.5 #DIV/0! 422.00219 422.0035 -365.5 3209.00292 0.1312 257420 149.3674 20.556 2627.46 305. 9 398161 265441 265.471 2067.46 422.95221 -1.00175 0.2696 -5.8 143338 75119 42.62427 346463 154 2886.5947 21.0022 0.00191 422.1 23.77 5.0652 131277 154 2651.38 727.6 406.00092 422.84 129.46 314.7 254823 169882 264.00321 0.00186 0.1 254823 164862 196.46 422.00162 0.6 143338 95558.181 2309.00312 0.8 398161 177208 -19.5327 190359 156 2491.0031 0.5 0.8 254823 133613 46.74 186.84 1277633 1318710 1359787 1400863 1441940 1483017 1524093 1565170 1606247 1647323 1688400 1805920 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 0.46 422.00266 0.00275 0.00029 422.32 29.0031 0.78 80.46 422.73 101.61 85.00321 0.00139 0.5 3E-05 422.0014 422.2 398161 257294 197.46 323.00301 0.4 398161 197384 18.5 0.8119 -7.04 813.00141 0.00145 0.00325 0.85 332.5 0.6081 -1.59126 124542 158 2239.9 398161 169715 -39.1 2.00308 0.2889 -1.0003 422.00277 -0.60 648.00304 0.51 75.471 -26432 213.6 254823 169882 330.5 180.1302 -7.0554 8761.00021 422.4 0.2 398161 265441 330.6 178.74 0.46 422.00202 422.00207 422.7 158 2210.00307 0.3 398161 161781 -60.24 60.5646 -6.039 1798.00133 0.777 -5.00149 422.28 5.6 281.00318 0.2174 66.0 254823 169882 221.342 -3.54 362.5 -107.4 254823 121451 -5.2628 -6.00025 422.46 422.00135 0.88 341.00213 0.71 136.46 422.46 422.46 341.63 -25.53269 101506 158 2216.00312 0.00304 0.74 189.5 0.00254 0.6026 60.026 58.07 7.00196 0.82 12.19 86.47679 -1.1 254823 169882 282.00127 0.00326 0.00324 0.5 0.0033 0.456 14333.897 170591 156 2471.32 6.07 700.6074 9.9 254823 107109 -49.6 398161 265441 316.49 2.08 190.5 0.1246 -6.42 322.2308 55.27729 -1.46 392.2 -0.5 0.4 254823 140743 101.5 254823 112167 -28.47 873.058 1620.00805 -0.7848 149.5 0.54 53.4412 56353 158 2168.00179 422.71488 -0.9129 48.76 4.5127 8.9 126.20 322.5 -0.5 0.00105 422.5584 -6.3 193.2623 -1.0002 422.00269 0.3 0.00122 0.0 254823 169882 343.3869 50.6 0.00126 0.1 143338 56974 -77.5 0.0025 0.00119 0.00207 422.00129 422.8 0.0032 0.6 263.4 -0.xls' on CD Made by Job No Date © 1999 BCA for RCC 20 Bar diameter continued Interval = 27.5 0.1 143338 95558.6828 44.5 0.6 414.00145 0.00323 0.00321 0.0022 0.0732 -4.00325 0.00309 0.5287 -2.703 max 12 Bar diameter continued Interval = 27.7464 59.46 332.68 2013.3 -33.379 1740.17 675.84 455.758 1833.275 1639.00307 0.46 422.00227 0.829 -43357 210.461 1882.963 -78466 211.32 121.1 143338 92843.31 454.0 143338 95558.00261 0.00161 0.00329 0.46 322.5 0.8275 267374 154 2806.9 143338 60035.00264 0.8 -0.02 620.46 422.81 0.00242 0.0 0.46 422.0931 -5.1088 6.23227 -0.5308 37015.8 -4E-05 422.1 -102.00334 0.00171 0.6 143338 95558.9686 -2.34 361.7683 -7.9198 61135.3 182.1297 166.36 400.00333 0.96142 356533 154 2896.69595 207143 156 2507.8984 82548.3 0.46 422.61 122.00242 0.27 4.1458 49.00333 0.088 2016.00232 0.00023 422.00246 0.00238 0.00171 0.28 111.9 398161 191012 1.06 85.30 809.8 398161 184296 -0.7232 -6.3 8.39014 -1.00497 -0.9 158 2197.00309 0.0 -1E-04 422.4 83.0 8.46 290.657 8T12 52.00156 0.712 -858.5 176 2120.00331 0.46 422.113 -17110 202.3 195.00258 0.6 388.7569 10.00186 422.5 0.348 -7.6 158 2189.00315 0.6 422.46 392.46 422.42 371.62 15.46 422.77 896.5 -120.00075 422.15 331.41225 -1.78 191.77 673.00226 0.848 100.00196 0.1335 -2.00305 0.22 891.00237 0.55 4.12 381.8303 5.5 398161 265441 244.00335 0.5 0. BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.00306 0.27173 221572 156 2522.46 422.0031 0.0 0.1 143338 95558.00 427.46 422.00264 0.6648 -5.5 0.46 237.5 0.5507 9.5 0.0856 -4.53 1.8749 101413 156 2397.4 254823 116940 -8.46 372.46 422.71 4.37 325.4 254823 169882 355.34663 245103 156 2545.7 -95.0 254823 137266 61.60337 383040 154 2922.9 143338 79168.68 483.46 257.002 23.00318 0.56 7.00332 0.5049 53.00037 422.6 398161 265441 343.7 178 1930.24 132.7 398161 265441 300.4592 14.46 422.2299 136.46 422.2233 7.46 422.896 1690.25996 120608 158 2235.27 1951.9 0.5 0.46 409.1736 -4500.4907 -3282.379 1882.1 -0.49 342.81 380.4828 34.654 1588.00156 0.7 398161 265441 422.46 422.34 2067.42078 143338 158 2258.00333 0.0013 422.05608 -0.46 422.00192 422.X axis IV Location SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN.0015 422.00264 0.00151 0.00166 0.20616 -0.363 2250 101.6 397.46 422.4495 8.00272 0.5 0.6 219.00119 0.00242 0.5 0.3 398161 265441 397.47 786.7 0.15 618.46 302.4 0.8744 82254.3E-05 422.5 0.0357 27731.4224 311544 154 2851.00232 0.1 163.47 67.0018 422.033 1536.3 0.00308 0.8 254823 169882 367.6216 3.00197 422.0 0.60946 106870 158 2221.00269 0.411 14.1 158 2180.0 143338 95558.1 0.00274 0.81 108.5 0.00303 0.44 2.71 390.15 13.00304 0.3 143338 95558.54 563.9232 5.85 7.451 1885.59 115.5 398161 233965 139.1 398161 214681 64.00129 0.19 max .00191 422.00106 422.56 313.00329 0.46 293.9429 21.00175 0.00213 0.5 143338 72935 25.9 398161 219911 104.3 182.00166 0.46 422.00331 0.00118 422.84 946.36 51.46 266.0206 230797 154 2770.3 13.6728 -2.46 372.699 1856.907 2080.00232 0.1 184.0006 422.54 390.5 254823 149820 136.8 0.56595 -0.7877 10.6 11.8253 159329 156 2460.0027 0.46 422.67164 -0.5383 -5.84 591.909 -5065.98138 116376 158 2231.2174 47.364 -57403 207.1 197.7456 -1.73 650.46 -3093.6 -43403 221.53 61.591 2270.00014 422.0018 422.1001 160387 154 2691.00077 422.6629 10.5994 48.2663 17977.46 422.6 377.703 -23.3373 -8.00301 0.9 254823 96029.5 0.46 422.00151 0.1 254823 125721 12.4119 335666 154 2875.25 353.3636 -0.6 143338 84320 134.37 539.00215 422.1 254823 169882 397.00332 0.5E-05 422.00033 422.4685 -7.46 422.00211 422.66596 -0.66 334.5 0.62 841.00331 0.23 51.00312 0.712 2534.14 351.8432 -0.358 17397.946 47249.5133 -1.4762 8.682 298016 154 2837.5 0.3 143338 68204.46 332.00328 0.02 97.0001 422.00057 422.4208 136.0 0.46 238.98 32.7355 149.0 5.9305 -2.46 422.58 678.4 194.00332 0.2 398161 265441 367.00301 0.842 20 intervals Solve for Nuz Nuz 302.494 1325.517 1734.575 20 intervals Solve for Nuz Nuz 303.00186 422.19 60.00197 422.9 143338 53715.2 156 2371.46 244.9 158 2153.71 400.00328 0.33591 -1.0 143338 95558.4 398161 265441 414.73 109.0032 0.138 1784.2309 74512.05 18.359 1903.6 398161 265441 378.1 254823 169882 388.18719 228053 156 2528.63 max 69.46 422.00327 0.0004 422.00303 0.00311 0.78 361.00119 422.93387 -0.84 36.2747 7.7 0.00059 422.5 0.00317 0.5 0.23 536.632 8T20 68.00091 422.5 0.00173 422.88 150.96125 374762 154 2914.6 343.0006 422.6 367.726 2128.00267 0.89 758.66 11.0005 422.9 254823 157797 168.4 -0.0693 -1.46 253.1412 283343 154 2822.00324 0.6 254823 101740 -71.2 143338 95558.2687 -8.00254 0.84941 134839 158 2249.00332 0.00219 422.00158 422.17616 234109 156 2534.00334 0.7211 -1.06306 -1.3605 8.53 511.Project CALCULATIONS .34 923.00255 0.2465 19.00314 0.00173 422.46 341.00316 0.7214 4.00247 0.3071 133340 156 2434.00166 0.2699 -7.15 928.00186 0.46 301.5 0.365 -57693 215.46 422.2498 166.94 17.5 254823 169882 406.76 65.74235 -1.5411 3.965 40.31 901.5605 -11394 204.6 315.81 3.9627 54.1989 7.537 1882.00215 422.0025 0.27 9.79 15.9 254823 169882 315.3 398161 265441 388.019 1958.00334 0.6699 98447.6281 -2.00205 0.32 730.01765 -1.00261 0.2 143338 77194 57.00205 0.00329 0.7806 4.7 398161 265441 222.46 422.00171 0.7436 65927.65112 89272.5 0.2 398161 265441 283.00147 0.0968 -18693 208.46 422.00311 0.126 12.7808 4.9 -0.5 165.00324 0.46 422.03 14.00307 0.46 290.6 398161 265441 406.00165 422.5 143338 95558.5792 3.2578 7.53 13.3133 33466.00226 0.91 156.00331 0.00197 422.1 143338 62918.27 400.00161 0.083 -29853 206.7853 -1.00267 0.06 10.4 143338 88842.83 372.4 25.67 16.0022 0.00333 0.43811 214620 156 2515.00276 -0.3579 8.307 20 intervals Solve for Nuz Nuz 307.39049 131633 158 2246.3 398161 246330 170.0004 422.5 0.00298 0.229 7715.37 106.07 102.00327 0.5 0.4 143338 95558.00157 422.3565 7.00118 422.5 143338 95558.1401 180896 156 2481.6 161.3 254823 169882 414.46 278.00202 422.3 143338 95558.00 427.9 -0.0004 422.9 143338 95558.00157 0.0014 422.1 -9.8 398161 265441 356.00299 0.1 143.9 -55.69 43.7741 249930 154 2789.927 11.00017 422.00326 0.7 398161 209197 50.49 1281327 1322034 1362741 1403449 1444156 1484863 1525571 1566278 1606985 1647693 1688400 1804792 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 0.6 158 2204.46 422.483 -17.5 0.5 0.79 817.5 0.5 0.46313 -1.74 1.64 2.23141 239780 156 2540.00139 422.115 -7.41074 365945 154 2905.8521 45608.04 30.00323 0.98 67.0032 0.53 22.48097 -1.52 91.46 645.96 344.1 98.724 -5.0005 422.5 0.8 0.024 25.46 312.6 355.00215 422.1 -0.00202 422.54233 95662.5 0.46 304.15 9.0002 422.5 -127.00326 0.505 -22.5 398161 265441 -100804 215.008 -34653 217.46 422.08 316.94 789.59 90.46 350.00331 0.00039 422.00274 0.66319 -0.5 254823 169882 -72940 219.46 350.00271 0.00323 0.69 312.99 956.46 422.43 1.46 422.00031 422.5 0.00313 0.46 422.0033 0.6249 15.5431 19633.339 324058 154 2863.00186 422.9699 58.00316 0.46 278.82775 -0.4127 -5.46 410.00257 0.58543 -1.61 836.3512 -7.5 -0.4 6.746 61250.46 422.69 754.00107 422.46 410.00308 0.00 427.98 20.92 951.00261 0.6173 186374 154 2725.4 174 2367.87 565.46 422.00093 422.5 0.9495 -5.46 312.2045 57.6 242.57 0.57 455.8458 -2.46 392.00272 0.81 59.5994 16 Bar diameter continued Interval = 27.398 1559.00133 0.75 703.1357 61.7311 -6.42 706.0003 422.94072 -0.0811 -3.1664 6.07 380.00219 422.5 0.8 194.00158 422.2596 13.00207 422.718 1681.46 422.78 8.7 143338 70633.3607 -1.6 254823 169882 422.34 74.8848 5.00166 422.5163 250108 156 2550.63 845.19 868.2306 54.92 509.30 537.42 390.32268 -0.0013 422.6 329.3 -5E-06 422.3041 -1.5 0.4753 2.7444 -15.6 0.8 254823 169882 299.0033 0.26 734.5 398161 203438 34.96971 128208 158 2243.9513 146968 156 2447.86757 140675 158 2255.00325 0.17 8.0417 63.5 143338 95558.46 422.0 398161 153368 -83.5 0.00329 0.15 1296185 1335406 1374628 1413849 1453071 1492292 1531514 1570735 1609957 1649178 1688400 1803664 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 0.99 782.8791 -37509 203.53 918.2232 -6.00306 0.0033 0.61 351.605 117.6687 3.46 422.00327 0.00302 0.46 341.6 143338 65636.00012 422.00332 0.5 0.46 282.21 567.00211 422.46 422.3449 2897.4 0.00175 0.0006 422.00333 0.36 3.00205 0.76201 111810 158 2226.00219 422.00328 0.8133 -5.544 2189.1 0.0564 199080 156 2499.00246 0.6864 15.0004 422.00186 0.0834 12.0002 422.17 26.8474 4.4468 2.792 1431.9466 17.5 0.51 3.5066 3.00152 0.00299 0.46 422.46 332.00302 0.00149 422.8 254823 129770 29.011 6.8 186.505 max 53.5 0.12973 398161 154 2937.7977 -1.6 299.4 143338 95558.6152 209716 154 2749.633 1816.34284 137847 158 2252.00318 0.00166 422.81744 -1.94 21.81 1.4438 -2.32867 390825 154 2930.00258 0.46 322.9 143338 95558.46 251.13 6.3557 13.05 594.00076 422.6087 -6.3 254823 169882 378.9319 118239 156 2418.46 265.9722 -6.42452 -0.4 199.2 -7E-05 422.0096 5.46 422.5351 60.00139 0.00213 0.72 510.5 0.4488 46.45 593.38 117.46 422.46 270.1 254823 169882 243.6983 -4.73552 254823 156 2555.61 481.46 372.0 -0.77 41.413 1484.92 864.5 -13.43 96.0005 422.46 422.1337 -4.10 761.753 -18689 199.00196 0.0 0.27 93.07 370.5 0.46 422.6976 12.00237 0.15 482.531 -18.00211 422.46 350.89 622.5 0.756 32687.41 10.9283 11.00173 422.2895 49.0845 6.3 166.00306 0.1009 -2.4 0.814 1746.9447 5.00276 -0.00251 0. 3557 206.00525 0.5 422.5 422.0455 0.5 422.5 422.0024 422.70 -438.5 #DIV/0! 422.7 -0.0035 311.58 420.5 422.19 783350 145.4276 -5.04503 4.00933 0.5 #DIV/0! 422.0042 0.00233 0.00044 0.62 -438.5 422.0035 389.00272 0.0057 -0.0064 0.375 #DIV/0! #DIV/0! #DIV/0! -6.46 234.5 422.6 622127 109637 -242.5 422.00215 0.0075 0.00645 0.645 198.1 -438.00518 0.798 214.0052 302.5 422.0017 422.5 #DIV/0! 422.7484 117.50 211050 -0.0119 0.5 422.4141 -8.0315 #DIV/0! 0.246 184.5 #DIV/0! #DIV/0! #DIV/0! -70.213 2160.1 622127 622127 622127 622127 622127 -25095 6655.00 -60.00 253260 52.00875 0.0 -0.50 464310 97.0111 41.5 422.50 210.0175 0.0203 -279.00591 0.972 -308881 -263366 -220842 -181024 -143660 -108532 -75444 163.5 422.053 142.5 422.46 0.014 0.006 0.1 -438.60 -438.0385 #DIV/0! 0.00467 0.86 244.00032 0.0077 0.426 192.71 662469 124.39 173.465 116.5 422.46 548477 104.5 #DIV/0! 422.0035 422.5 422.1 -438.579 222.46 189.1 -438.5 422.00103 0.5 422.645 6.502 207.836 751.2 622127 243825 -645148 -645148 -645148 -645148 -645148 -645148 -645148 -645148 -645148 -645148 -645148 236.00443 0.0188 -292.501 261.45 396487 77.00605 0.5 422.8 Interval = n/d = 0.152 2525.00194 0.001 422.4047 -5.5 422.50 126630 30.20 434484 83.0058 45.0001 3.27 238.74 1208.00 971902 1009613 1047323 1085033 1122744 1160454 1198165 1235875 1273585 1311296 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 8T40 246 6.40 -438.1 -438.44 244497 50.5 422.5 422.22 191.00817 0.843 169.00408 0.00 #DIV/0! 7.10 422.194 109.0066 -0.49 206.87 -438.0096 107.0105 0.2062 -7.5 422.00467 0.4 -0.0035 422.00087 0.00 675360 #DIV/0! 0.1 -438.0049 345.2 -135.0016 422.54 195.264 172.00597 0.58 -438.00264 0.0035 334.014 -0.0035 124.0054 -0.278 -645148 196.0025 0.96 624472 117.5 422.88 443956 85.4 -0.205 163.6 -0.00541 0.7 622127 150263 -178.5 422.625 #DIV/0! #DIV/0! #DIV/0! -54 #DIV/0! #DIV/0! #DIV/0! -57.37 0.00258 0.454 187.21 586474 mm 40 intervals 43.47 185.0118 63.0175 #DIV/0! 0.0015 422.547 -262639 150.1 -0.00099 0.746 -0.007 0.5 422.5 422.5 #DIV/0! 422.00 -150.86612 0.0095 0.01517 0.5 422.00432 0.5 422.5 422.05879 -1.00 187.00247 0.0063 0.00673 0.00129 0.00406 0.5 422.46 133.1 -438.5 422.00034 0.001 422.625 #DIV/0! #DIV/0! #DIV/0! -27 #DIV/0! #DIV/0! #DIV/0! -30.50 633150 25 Bar diameter 142.5 422.00859 0.00817 0.1 -0.3 -438.0035 422.46 155.0007 -0.00171 0.084 256.0055 0.0077 0.27 219.6 1325.305 168.00411 0.00238 0.5 422.125 #DIV/0! #DIV/0! #DIV/0! -13.5 422.0007 -0.2 -0.5 422.5 422.9 -84.0084 160.75 #DIV/0! #DIV/0! #DIV/0! -91.2 86928.0245 0.50 801990 150.34 -438.5 422.5 422.0595 0.37 0.073 157.002 0.335 174.00 590940 112.0005 422.1 -438.5 422.0069 263.00574 0.59 2098.00245 0.00718 0.0055 0.00111 0.0033 383.1502 97.0055 0.1 -438.0015 0.70 358490 70.00217 0.0245 #DIV/0! 0.500 420.1 -730903 -410967 -190474 -29296 93663.1563 -5.46 171.96 776461 144.5 mm d= 666.5 Interval = n/d = 0.0065 0.46 -19.554 1084.00875 0.1 249.5 422.0049 0.38 255404 52. BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.0056 0.46 236.44354 163.46 67.3 -0.683 205.5 422.00236 0.00214 -0.3557 167.0074 205.8559 69.28 519377 139.1 -0.63 438.518 210.72 178.55 191.00018 0.5 422.1 -438.46 -61.50 42210 15.Fst MOR for chart N diff M diff N Bal 32 d' = n max = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z d= Interval = Asc = mm 7.06 1247.643 172.0033 -0.5 422.0019 422.1 -428.5 422.00255 0.00125 -0.1 -0.272 -326058 153.Y axis .46 0.94 36.4 -0.0035 417.0035 0.0086 -2E-05 -0.215 128.161 194.0009 -0.0066 242.5 #DIV/0! 422.63524 -4.1 622127 -59953 -438.00583 0.582 266.0035 400.0105 0.007 0.691 192.79 199.5 422.0009 422.0002 422.5 422.5 -594723 -528196 -466900 -410242 -357714 178.12 211.0005 -0.00792 0.0021 422.00525 0.0035 404.34 503.00543 0.5 422.001 0.1 -108.00642 0.5 422.0091 0.1 -0.42 2637.5 422.149 953.5 #DIV/0! 422.50 379890 75.75 #DIV/0! #DIV/0! #DIV/0! -37.00668 0.0035 0.0013 -0.625 #DIV/0! #DIV/0! #DIV/0! -81 #DIV/0! #DIV/0! #DIV/0! -84.5 422.3 AND CLAUSE 3.859 -0.5 422.0155 -148.939 227.5 422.00458 0.7457 -5.0058 274.1 -0.442 195.365 180.361 184.0032 -0.5 422.7 622127 230563 -51.505 111.221 -393736 156.00248 0.5 422.9258 -5.00398 0.00067 0.609 -5.5 #DIV/0! 422.464 131.228 2027.00732 0.69 594798 112.752 Asc = mm 3927 mm² spacing = 99.00135 0.411 189.00086 0.0018 -0.1 -438.5 422.5 422.46 173.5 422.4 108464 147943 184472 218372 249914 279338 306850 332630 356836 379610 401073 N diff M diff n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z 120.3913 -5.00525 0.0035 373.364 111.00269 0.007 0.5434 -7.00 844200 157.02217 0.5 422.5 #DIV/0! 422.5 6.989 229.0007 0.39 632508 119.308 164.5 422.183 2408.00246 0.0166 -129.48 368536 72.9 622127 201509 -97.0022 -1E-04 0.0037 366.0007 422.00605 0.5 422.854 605.0139 -19.32 171.189 123.5 422.0049 0.79 -54.1 -0.00121 0.973 107.0115 0.00996 0.381 183.70 0.0045 -0.0011 0.46 248.5 422.46 153.89 821060 152.353 236.5 422.5 #DIV/0! 422.5 422.0035 217.334 502.5 #DIV/0! 422.0012 0.78 -246.0008 422.00497 0.64 203.1 -438.00537 0.5 #DIV/0! 422.0035 ####### -715.787 8T25 6.1 -0.125 #DIV/0! #DIV/0! #DIV/0! -94.5 #DIV/0! 422.0091 0.324 246.09 670219 125.5 422.0108 -0.5652 93.00 970830 1013040 1055250 1097460 1139670 1181880 1224090 1266300 -0.0102 129.347 81.0035 422.853 150.5 #DIV/0! #DIV/0! #DIV/0! -16.875 #DIV/0! #DIV/0! #DIV/0! -101.11 -438.00428 0.0063 0.00261 0.00057 0.00617 0.46719 3.91 180.46 111.005 0.46 40 Bar diameter d' = n max = 60 N/mm² N/mm² N/mm² mm n/d = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z N M Labels Neutral axis Conc comp force inter d' inter d' inter d' inter d' inter d' inter d' inter d' inter d' Steel comp strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain Steel tens strain Steel comp stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress Steel tens stress Steel comp force inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs Steel tens force Conc lever arm Fc + Fsc .00073 0.1 -438.0257 -496.59 -438.836 217.1119 6.5 422.5 422.1 -438.50 717570 135.79395 4.5 422.76 211.5 422.8 174.78 330825 65.0021 -0.0315 0.224 195.01283 0.73 232.00191 0.00233 0.5 422.22 890454 164.00565 0.00039 0.25 #DIV/0! #DIV/0! #DIV/0! -23.95 -181.00095 0.00 202.614 134.89 -438.5 422.00583 0.007 0.5 422.0175 0.5 422.97 -115.00 mm² spacing = 268.1 -438.0005 422.00124 -0.00454 0.1 -438.5 -0.42 -438.63 0.5 #DIV/0! 422.972 251.0105 0.5 422.5 422.9491 -7.5 422.901 126.0055 0.86 1422.00506 0.8 -0.00242 0.00739 0.0045 0.00175 0.2881 -7.1119 5.03 0.198 2287.496 72.19676 0.0024 -0.96 -100.00593 0.69498 5.5 422.48 212.1 65663.014 0.104 155.00266 0.01128 0.00686 0.533 213.5 422.5 422.00788 0.00654 0.70 510479 110.0035 0.5 422.00255 0.00117 0.0006 -0.5 -0.0147 0.86 -134.0 622127 185549 -122.0027 412.958 147.7 -1E+06 -1E+06 -1E+06 -1E+06 -1E+06 -1E+06 -1E+06 -1E+06 -1E+06 -1E+06 -1E+06 -1E+06 -1E+06 -1E+06 -1E+06 -1E+06 -1E+06 -1E+06 -1E+06 -919377 -814088 -716970 -627107 231.007 0.875 #DIV/0! #DIV/0! #DIV/0! -20.00609 0.01283 0.1 -438.8 -0.98 198.581 175.0046 326.5 422.994 50.5 #DIV/0! 422.3998 84.8 -0.46 0.0 -0.5 #DIV/0! 422.00661 0.1 -0.0038 -0.002 -0.46 11.609 228.5 422.027 232.244 1888.021 0.5 422.1 -438.849 139.0081 -0.5 422.0875 0.18 406246 78.1 -0.0023 422.5 422.416 184.0005 -0.99 934192 172.98 38.25 #DIV/0! #DIV/0! #DIV/0! -50.0011 0.00163 0.0032 414.8 -645148 -645148 -645148 -645148 -645148 193.1 -0.254 1062.4 -0.926 154.631 -9.00397 0.1 -438.35 177.00264 0.00844 0.00986 0.34 -143.0078 226.5 422.46 36.912 223.46 700467 131.46 0.363 155.523 268.46 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 422.5 422.69 168502 206500 150.004 -0.0105 0.50 195.64 -377.2 -163.31 -438.00 337680 67.Fst MOR for chart -0.07 -438.1 -0.06 -92.69 179.1 -438.0035 175.86 38.47 -438.02683 0.00683 0.5 #DIV/0! 422.5 422.259 1741.5 422.5 422.1 -438.89 219.5 422.29 -438.00238 0.5 422.0015 -0.21 738464 137.0245 -0.594 225.586 118.5 422.5 422.7 -317.7249 -7.5 422.5 422.0075 0.00 84420 -0.00118 0.136 87.00182 0.46 0.25 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 98.1 -438.00028 0.5 422.0063 0.5 #DIV/0! 422.00506 0.49 745640 159.8 -0.0007 -0.00619 0.285 132.607 147.375 #DIV/0! #DIV/0! #DIV/0! -60.613 -6.0021 0.5 422.004 0.00443 0.6 -0.3 -0.8 -0.0085 0.472 201.46 190.05 -192.8 622127 168506 -150.0014 -0.217 116.9 258437 387722 495044 585561 662934 729832 788247 839697 885357 926152 962821 995960 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 -704674 -704674 -704674 -704674 -704674 -704674 -704674 -704674 -704674 -704177 -580292 -472116 -376838 -292283 -216736 -148830 -87463 -31732 19104.18 -438.0105 22.0049 0.0028 -0.9711 -9.00533 0.1 -438.09 192.5 422.5 -0.39 186.00203 0.002 422.45 188.00228 0.5 422.00185 0.013 -41.5 422.5 422.1 -0.9E-05 0.1 -1E+06 -706620 -358488 -99933 99676.0061 294.1 -438.604 -147069 -94270 144.5 422.50 886410 N M Labels 127.00068 0.5097 -5.00565 0.034 153.187 166.8 -0.5 422.46 135.00 Labels d' = n max = 90.50 225.46 92.5 422.821 6.00404 0.5 422.531 394.0035 0.Project CALCULATIONS .00417 0.861 117.00495 0.1 -438.00537 0.5 422.493 190.8 -0.00258 0.0026 -0.27 1837.00888 0.00 -120.5 422.1 -438.69498 5.97 928451 171.95 0.0007 422.00103 0.0105 #DIV/0! 0.79 707929 132.00223 0.00458 0.00056 0.0044 365.5 #DIV/0! #DIV/0! #DIV/0! -97.3 190557 268879 333502 387731 433886 473647 508255 538652 565562 589552 611074 -430099 -430099 -430099 -430099 -430099 -430099 -430099 -430099 -430099 -430099 -370532 -302000 -241808 -188522 -141016 -98399 -438.805 185.295 265.17 1586.0055 321.701 Asc = mm 6434 mm² spacing = 96 mm 40 intervals 45.446 -6.5 #DIV/0! 422.0035 253.9 -358.0175 0.19 212.00673 0.5 422.5 #DIV/0! 422.00261 0.0013 422.03 -234.0101 -0.00679 0.0047 -0.0105 0.8 178.5 422.5 422.00078 0.7 1743.00571 0.50 548730 105.874 220.316 166.5 -381.5 422.0 -0.1 62361.375 #DIV/0! #DIV/0! #DIV/0! -87.4 -297.63 -15.5 422.5 #DIV/0! 422.1 -438.4175 4.5 #DIV/0! 422.5 422.50 295470 -0.01225 0.00274 -0.25 #DIV/0! #DIV/0! #DIV/0! -77.882 1543.951 226.00252 0.0004 0.4.00506 0.00 168840 37.73 205.5 422.002 146.00715 0.4.5 422.00155 0.0025 422.95 1645.00512 0.00402 0.5 422.76 -437.47 852456 158.70 -293.00222 0.00557 0.7752 90.4 -193.00424 0.5 422.125 #DIV/0! #DIV/0! #DIV/0! -67.1 -0.003 399.00723 0.0035 422.00228 0.94582 3.7 -278.5 #DIV/0! 422.5 422.14 -307.00253 0.517 132.289 165.6 -645148 202.0003 0.46 205.1 -0.00145 0.00117 0.4727 .0075 0.00613 0.5 422.5 #DIV/0! #DIV/0! #DIV/0! #DIV/0! -3.00 422100 82.9 -0.26 0.5 #DIV/0! #DIV/0! #DIV/0! -43.08 293115 58.70 -438.29 896481 165.00477 0.14 0.00191 -0.46 249.00583 0.70 0.00226 0.46 0.1 -438.5 422.00046 0.5 422.00207 0.375 #DIV/0! #DIV/0! #DIV/0! -33.Y axis I Location SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN.2221 -7.0006 422.5 #DIV/0! 422.0175 0.59 226.4 -438.1 -438.1 -0.9 622127 130691 -209.5 422.0035 422.487 204.00061 0.2 -61.342 836.0 -0.0018 422.0035 #DIV/0! ####### ####### 54 mm d= 657.0091 0.00817 0.64 -438.1 -0.233 -0.00094 0.63 0.0022 -0.5 422.00661 0.5 422.00 506520 Bar diameter Neutral axis Conc comp force inter d' inter d' inter d' inter d' inter d' inter d' inter d' inter d' Steel comp strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain Steel tens strain Steel comp stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress Steel tens stress Steel comp force inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs Steel tens force Conc lever arm Fc + Fsc .0035 422.0019 -0.0234 -497.0039 384.5 422.46 221.718 166.9 -225.5 422.46 6.0024 -0.5 -0.1 -438.5 422.67fcu/gm = fy/gm = net fy/gm = 15.909 121.0015 -0.49 -360.0175 0.0003 422.007 0.0035 -0.4E-05 0.00 -180.0003 -0.722 208.22761 3.23 218.72 814459 151.97 1437.00267 0.0045 0.0028 422.58 481667 92.0455 #DIV/0! 0.5 422.60 0.5 #DIV/0! 422.0065 0.00817 0.04 1927.46 88.0012 -0.5 422.5 #DIV/0! 422.0035 -248.1 -0.563 219.99 693.609 863.00159 0.01283 0.0035 -435.0042 348.46928 2.95 35697.5 422.00243 0.37 0.0089 182.00817 0.0004 422.443 -466119 159.5 422.99 557088 105.0 -39.0005 60.7 -0.46 0.1 -0.843 5.46 40.09 188.0035 354.274 38.357 195.00241 0.5 422.1500 -30.0001 0.0014 422.0035 422.1 -0.486 766.5 422.01114 0.7 -0.5 422.63 0.62 634.95 320492 63.5 422.xls' on CD Made by Job No Date © 1999 BCA for RCC CALCULATIONS .945 -8.5 422.19 282495 56.996 150.98 225.0129 -0.125 #DIV/0! #DIV/0! #DIV/0! -40.875 #DIV/0! #DIV/0! #DIV/0! -74.0004 422.5 422.3358 87.5 422.00231 0.29 233.59 858771 -0.5 #DIV/0! 422.00414 0.5 422.548 216.0018 0.2 -259.0035 422.00139 0.33 -438.41 145.0735 0.378 181.003 -203091 147.0002 0.569 276.396 186.00095 0.1 -403.137 128.281 360.5 422.1 -438.00 759780 165.68 179983 217694 150.49 966449 1004446 1042443 1080441 1118438 1156436 1194433 1232431 1270428 1308426 -0.00269 5.7 -0.00583 0.5 422.5 422.0315 0.167 180.63 62.46 0.773 111.7 -0.46 206.956 256.6 622127 216484 -73.1 -438.493 102.75 #DIV/0! #DIV/0! #DIV/0! -10.00438 0.1 -337.875 #DIV/0! #DIV/0! #DIV/0! -47.5 422.93 161.0011 422.0012 0.007 0.00 -90.755 97.0063 0.75 #DIV/0! #DIV/0! #DIV/0! -64.92 144.626 -10.167 141.00781 0.443 -5.00169 0.0063 0.0012 422.4 -0.95 472482 90.00477 0.0119 0.0095 0.1300 31.1 -0.0135 0.00208 0.00462 0.5 422.00483 0.00 Neutral axis Conc comp force inter d' inter d' inter d' inter d' inter d' inter d' inter d' inter d' Steel comp strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain Steel tens strain Steel comp stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress Steel tens stress Steel comp force inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs Steel tens force Conc lever arm Fc + Fsc .00472 0.0155 0.6 -0.46 114.44354 141.538 -0.00 928620 172.1200 29.50 180.46 63.0063 0.Fst MOR for chart N M ALL CALCULATIONS DERIVED FROM FIGURE 3.5 #DIV/0! 422.0023 -0.403 101.00732 0.8 N diff M diff -0.225 169.457 198.5 422.7309 -5.0003 422.00515 0.006 139.00077 0.00583 0.578 106.5 #DIV/0! 422.00088 0.00 -30 mm 40 intervals 0.5 422.1 -0.302 175.5 422.1 -438.28 0.00817 0.00257 0.5 -543715 162.00972 0.5512 -8.0035 284.00447 0.5 422.3992 -7.3 -645148 199.46 220.00661 0.111 160.0203 0.5 422.37 0.00 217.00762 0.38 2014.46 -25.0035 0.00251 0.11 238. 3 398161 124318 -122.944 107.455 491.00254 0.00017 0.46 120.60879 -0.0028 -0.53 -438.658 918.246 228.835 -1.1 -0.9311 62.929 117.70 -438.0036 422.1 -438.9088 -2.5 48.10 191.456 186.0132 110.6 -122.73 139169 31.46 221.27 249166 51.9 -0.003 422.903 156.0045 408.00207 0.31559 3.0023 -0.1 -420.701 -0.0018 422.16 1706.856 241.7569 -3.46 -95.2 -0.1 -0.20122 4.7 97.0745 55.1 -0.637 163.1 -0.9412 57.001 422.0051 389.00164 0.46 48.0177 -0.2981 -2.9 -412895 203.1 -848493 -466152 -239672 -89884 16525.5013 88.18 907101 -0.1 -363.1 90.28 311116 -0.00232 0.27 229.00091 0.0088 284.6257 87.148 3.0158 21.1 398161 -59250 -438.6404 93.067 124.575 83.1 -403.015 205.50 413650 -148642 224.00196 0.7 -321.126 120.613 238.32 114361 150.2121 -4.0033 422.1 108753 -99095 -438.0022 0.6 -438.3 -412895 210.471 63.1 89.00128 0.0012 -0.0007 422.54 -438.4 254823 254823 254823 254823 254823 254823 254823 42739 52133.99147 3.00139 0.7351 86.00235 0.4225 58.5 168.0084 276.00259 0.6813 69.38 1777.725 150.0023 -0.1 6886.50178 4.00099 0.00184 0.89 -438.213 122.05 43560.0024 -9E-05 0.92 506092 -0.2708 83.0 -113.18 822679 153.00119 -0.31541 73.60188 -2.346 513.018 -95.4 -0.2 -264253 -264253 -264253 -264253 -264253 -264253 -264253 -264253 -264253 -264253 -264253 -264253 -264253 -264253 -264253 -264253 -264253 -264253 -264253 -264253 -264253 -243502 -215068 -188964 -164914 -142685 -122078 -102921 -85067 -68387 -52769 251.46 -10.85 -438.03 619254 -148642 -148642 -148642 -148642 -148642 221.606 113.0053 398.00074 0.724 150.46 171.61 954554 176.17853 6.1 -438.0011 422.093 231.5 -327.81 454771 88.2 46475.334 90.291 69.12 202.9 45131.757 153.4 -0.7 150.00246 0.074 856.69041 1.0 -281.26 389818 -0.0024 422.843 864.0006 422.0019 -0.118 156.32 227.417 173.716 189.3859 -4.1 53678.1 -438.92 1178.0400 10.787 153.0019 422.25 -400.638 218.19 743977 160.8 398161 153082 -412895 185.435 105.0013 -0.0845 63.58 205.0096 232.469 101.288 3 1200 4 68.5 -371.0643 -438.37 -438.2 1221.0009 422.773 872.365 238.00228 0.00255 0.1 -438.51862 2.40 197.9 -0.51291 3.00 258 7.39 750708 140.5102 91.1 -0.46 207.41 587631 -0.48 -438.4451 -4.1 -0.2238 119.0041 -0.1 83.69 1227.941 244.46 180.95 742617 161.0028 0.8365 80.9984 62.2624 -4.809 97.001 -0.2905 84.1 75.2 -211.0003 0.0006 422.13 1249.00254 0.46 197.70 302246 60.65 1452.85 184.656 213.1 -438.10 223.6 60978.214 -0.1 143338 -21659 -438.2E-05 0.4 -236.4498 91.00203 0.00027 0.00251 0.831 219.1 46.1 -1E+06 -99095 -0.0082 262.9538 84.46 102.0032 422.0021 422.6 254823 32542 -313.3664 7.261 62.4 -412895 213.495 199.205 -0.57 -438.348 95.00 N diff M diff d' = n max = Made by Date Bar diameter Neutral axis Conc comp force inter d' inter d' inter d' inter d' inter d' inter d' inter d' inter d' Steel comp strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain Steel tens strain Steel comp stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress Steel tens stress Steel comp force inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs Steel tens force Conc lever arm Fc + Fsc .70 -438.0495 N diff M diff N Bal 58.478 125.0004 0.35397 1.105 105.00104 0.46 126.8079 41.2035 -4.486 315.86 101.30 232414 139.5792 80.19 383785 -0.1 -438.00239 0.9861 51.1 -438.1 143338 -44075 -438.852 -0.653 241.489 73.46 76.00097 0.62123 1.003 271.28 -438.144 425.71 205.514 191.0012 -0.815 67.83 1278.46 229.196 182.7 150.0149 17.0006 422.778 144.7211 97.0012 422.743 162.00111 0.137 117.5 -180.244 Asc mm 1608 mm² spacing = 106 71.0 -0.27 1333.9894 75.5 81499.88 -438.00192 0.164 435.7 84681.9334 100.88 -438.00214 0.4 -286.0028 -0.1427 8.8 -148642 -148642 -148642 -148642 -148642 -148642 -142676 -126189 205.0004 422.00196 0.0016 422.0035 -0.402 d= Interval = 256 7.0093 219.4222 62.17853 7.0078 -0.14 181.8395 80.00249 0.16 -322.541 1026.46 53.1 118989 -99095 -438.Y axis II SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN.46 148.11 209.20 -438.326 140.46 243.6 n/d = Neutral axis Conc comp force inter d' inter d' inter d' inter d' inter d' inter d' inter d' inter d' Steel comp strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain Steel tens strain Steel comp stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress Steel tens stress Steel comp force inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs Steel tens force Conc lever arm Fc + Fsc .3 -0.638 79.46 -132.0008 422.67 1388.46 17.46 261477 -0.303 109.3097 77.235 195.00261 0.34 660375 124.0238 59.1 -438.353 235.594 121.3228 81.575 73.5639 8T16 10.0025 -8E-05 0.0016 422.8 174.0009 -0.5975 63.439 147.2 n/d = Labels Neutral axis Conc comp force inter d' inter d' inter d' inter d' inter d' inter d' inter d' inter d' Steel comp strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain inter strain Steel tens strain Steel comp stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress inter stress Steel tens stress Steel comp force inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs inter Fs Steel tens force Conc lever arm Fc + Fsc .1 53.5 60816.00168 0.0053 -0.1 -438.573 225.7126 -1.18 783328 146.0027 422.46 -18.1 97.08 980082 1019433 1058784 1098135 1137486 1176837 1216188 1255539 1294890 -0.0007 -0.833 228.413 126.0045 394.1 -0.Fst MOR for chart mm 34.1 -438.489 169.21 665275 -0.1 62.003 -0.1 55.00012 0.534 212.006 376.0064 327.28 -438.0008 422.782 175.0051 -0.002 -0.275 706.8 75602.002 422.2 -0.4 -248.0004 0.0009 422.9 -0.96 -438.1 135094 -72869 -438.72 578133 110.00084 0.496 69.314 222.5 254823 95940 -0.993 734.5 -412895 -412895 -412895 -412895 -412895 200.1 97.6 111.69 152.054 218.319 169.1 -438.8 -99095 -438.15 940731 -0.19 372529 -0.1 76.27 350467 69.0565 -0.00278 0.Fst MOR for chart 12 Bar diameter N M d= Interval = 254 6.0157 -0.0118 -0.1 -148642 228.00212 0.1 -0.00107 0.0007 -0.0027 0.004 422.63 226.60 -438.0042 -0.46 189.08 1398.014 114.1 -438.0007 -0.00063 0.00273 0.0015 0.895 151.1479 74.71 238.1 -0.63822 4.00275 0.25 1516.09 230.31541 81.30 193063 41.3 -0.00119 -0.02 212.0381 65.034 123.8 398161 134526 -97.3577 52.953 431.5 -0.635 172.0013 -0.32 219.3467 58.538 60.2181 61.00278 0.7 107981 140362 166524 188101 206202 221604 234869 246413 -176169 -176169 -176169 -176169 -176169 -176169 -176169 -176169 -176169 -176169 -176169 -176169 -153049 -122902 -96666 -438.3 -0.00179 0.441 116.0037 422.0005 0.2121 88.10 -438.517 251.00049 0.3577 58.37 -438.0074 -0.46 -87.07 -438.0031 -0.5489 72.0018 422.30469 2.077 234.894 586.00285 8.0477 -0.56 824859 153.00112 0.00103 0.5 143338 143338 143338 23229 28620.2214 -4.33 10979.759 185.0112 179.0026 422.0002 -5E-05 0.392 128.48 98400 24.1175 59.43 -438.6383 73.1 -0.46 -94.0023 422.6233 48.0009 422.0107 -0.1 162.603 -0.66 166924 36.0027 0.23 547222 -0.0403 -900.00124 0.0016 -0.306 -1.46 238.3 -0.00228 0.16 901380 -0.92764 2.1 -438.17 546862 -0.42 -307.708 60.00038 0.8 -0.46 -142.426 67.274 209.9 n/d = Labels 16 Bar diameter n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z 44 684.46 205.46 -138.0015 -0.00234 -0.0063 -0.71569 5.517 135.82 1319.46 -54.4114 5 2500 6 .4505 175.5 3982.2 -356.167 155.36 913785 169.1 -0.3 -342782 -302530 -265386 -231002 -199083 -169373 -141649 -115720 -91416 -68589 178.9 -150.8792 0.82237 0.00275 0.93 27900.92 1479.6 104.0084 -0.0025 -0.7 -0.98 -438.0005 422.0067 350.1 -438.26 429169 -0.4 -170.84951 0.6799 94.0005 -0.0142 -0.00283 0.17 -254.0057 367.46 106.00024 0.0101 240.68 465323 -0.367 188.3 -412895 -412895 -412895 -412895 -412895 -412895 -412895 -412895 -412895 -412895 244.6 -245.1132 -0.1 -438.2516 -4.7 254823 254823 254823 -4043.0042 422.08817 0.073 110.455 159.9 -0.0036 -0.1 -410.0029 422.358 602.5664 117.183 610.1 -0.0027 0.9 -412895 207.0012 422.3 -0.0369 ####### ####### -630.786 367.4 167.00065 0.0032 422.25352 5.0265 -0.4478 55.0012 -0.00118 0.488 61.9 104.22 220708 -0.09714 0.94 989343 1030464 1071585 1112706 1153827 1194948 1236069 1277190 -0.975 192.1 -438.1 -438.464 1041.342 166.1 254823 -73627 -438.86748 4.0019 -0.0559 -3.471 182.004 411.30 -438.7 68866.00266 0.9 -0.029 -494.77 669.334 192.1819 78.0044 -0.1022 53.25 468520 -0.0966 60.872 241.6 -438.1 -438.0024 0.345 151.3 -273.393 74.02 -438.97 179938 39.00018 0.0016 422.1033 73.1 -438.229 247.11 1441.0063 -0.08 138.0003 0.3664 49.2884 -4.5649 49.46 168.4 -0.82325 3.6 -202.1 -438.46 80.0009 -0.0092 -0.0044 -0.6 -0.978 222.815 119.654 766.1 -438.7 74.1 -37647 -99095 -438.6 -0.9 62800.0065 341.97 -188.66 194.307 Asc mm 905 mm² spacing = 108 mm 40 intervals 22.0129 -0.4 -0.7 96017.7 -0.685 216.0800 20.9811 100.1 -438.6 -438.067 5.192 121.877 946.1 -0.15476 1.377 160.996 663.02 -0.1 -438.598 10.00216 0.66 628400 118.0049 -0.00225 0.00059 0.3 -213.6 -99095 -99095 -99095 -99095 -438.46 141.42 537013 102.00094 0.29 271765 -0.0029 422.0223 -0.91 198.46 187.8 -111072 -97162 -84320 -72427 -61381 -51096 -41495 -32512 178.1 -438.214 206.2136 71.46 44.163 99.0012 422.743 982.8 -0.00122 -0.1 -438.Fst MOR for chart N M © 1999 BCA for RCC 1 3000 2 220.4526 90.407 143.00205 0.30 -438.8618 -3.0047 417.113 647.9 143338 143338 143338 143338 -3712.005 375.129 114.622 195.417 232.21 1578.1 -438.61977 1.00063 0.4 -0.0 398161 144095 -72.3228 7.0024 -0.1189 87.4623 -3.2 -0.5969 100.4124 67.0014 422.8 143338 143338 143338 143338 143338 38208 42489.0099 -0.198 201.9 -0.618 113.0077 320.4 96480.0079 -3.0004 422.6721 50.00258 0.0014 422.1 127658 -90573 -438. BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.97 208045 139.37501 2.1 -438.00076 0.00263 0.00281 0.1621 58.132 244.00065 0.0028 0.636 -0.8 50197.1 -0.35 125803 29.6644 80.24 1386.58 290287 -148642 -148642 -148642 -148642 -148642 -148642 -148642 254.0118 185.3929 51.204 108.001 0.196 163.0245 -278.1 -0.563 235.1 -438.124 225.806 197.22 625924 -0.0115 -0.0300 7.00172 0.0269 -306.4 -0.46 23.928 940.46 -183.926 262.46 151.992 Asc mm 2513 mm² spacing = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z N M Labels 42 689.6387 93.00157 0.53 -438.95 21435.3 157658 206854 247028 280454 308700 332883 353822 372128 388268 398161 -275263 -275263 -275263 -275263 -275263 -275263 -275263 -275263 -275263 -275263 -275263 -238693 -193174 -153378 -118290 -87121 -438.1 254823 -53234 -438.1496 0.567 123.1 398161 398161 398161 398161 398161 398161 398161 -11506 9096.55657 -1.502 146.0056 353.84152 6.062 211.xls' on CD 20 d' = n max = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z 46 678.3234 -4.221 522.6 89839.48 948222 -0.1 141542 -57516 -438.9472 57.00019 0.26 1164.412 130.0209 -110.8159 54.1 143338 -32210 -438.2079 57.00036 0.84152 7.716 554.925 97.3272 -4.46 -194.0073 311.1 -438.617 130.1302 -2.1 -148642 231.31 153712 N diff M diff d' = n max = Job No 0.1 -438.00264 0.9648 62.4089 65.14 188.774 208.00053 0.1 -0.03 -438.05 159.24 507871 132.3116 66.477 54.789 8.84 1105.00221 0.34 198.0699 83.982 715.296 818.006 -0.74 15.24 57630.8199 56.607 172.6241 56.3 -95.76811 5.222 763.1287 -3.9206 d= Interval = 0.46 14.11 495892 95.7 398161 113403 -150.46 223.1 -430757 -214057 -104123 -99095 -99095 -99095 -438.34476 1.14 709938 133.87314 5.00146 0.1 -0.794 215.10 216.0314 44.835 -0.07 220.0004 -0.61 150.56 995323 1036092 1076862 1117631 1158400 1199169 1239938 1280708 -0.392 154.22 586573 -0.46 -54.1 82.1 -438.20 704626 -0.00259 0.0009 0.8315 99.1 9290.39 -380.00081 0.64 701496 131.2 -0.00263 0.20 -379.2081 80.5 17369.3929 54.0023 422.6 -141.4115 98.85 -438.09799 4.1 -0.084 -0.0155 -0.5022 100.6037 -3.00278 0.95 343015 -0.415 796.1 -438.099 334.219 815.1 -0.2 398161 101706 -179.54 147.0072 297.00183 0.879 1044.0654 -3.1 -438.165 -4.858 153.00 17.0193 -101.1 -438.936 179.1 38803.46 97.85 1103.0036 422.00244 -0.6036 mm 40 intervals 0.90 669169 126.87 865980 -0.4 111.00267 7.3 76349.09 -438.0011 422.0705 74.5 33598.68 1557.63 791477 147.8E-05 0.76811 5.1 -438.4 83323.1 254823 -18751 -438.1 -0.52 -240.1 -438.0026 422.0006 0.0015 -0.46 -16.5855 52.0005 -0.46 161.8703 79.392 248.1 -438.0004 0.2225 64.1 -438.0169 20.00276 0.1 398161 -34179 -438.9751 -2.89 331408 -0.989 -3.00282 -0.1 -438.17 862030 -0.8 66864.26 783738 146.0054 -0.24 1136.0014 422.9222 56.10 190.0108 167.4777 83.46 129.18 -438.655 124.2753 CHART MARKERS 123.84 -244.1 118.42001 1.2 -87.1 143338 -12215 -438.1 68.387 100.722 104.031 165.829 134.00115 0.00051 0.00071 0.83 213.35 215.67 1633.70828 3.36 -438.13 195.46 -46.0478 -0.4433 53.88 832246 155.46 237.0327 ####### ####### -561.5 -0.5 89139.0034 -0.0067 -0.77702 1.0224 -254.755 202.15 66.1 -438.86 -438.Project Location CALCULATIONS .00266 0.00272 0.12 873015 -0.00245 0.81 1315.7586 77.3346 -3.79 183.1 -1E+06 -649778 -338499 -168275 -60938 12926.44 424554 -0.157 169.00086 0.477 -2.00022 0.38 -305.00273 0.895 175.9 -0.7652 66.1 254823 -35056 -438.0021 422.897 166.2226 -3.817 119.6653 -2.046 188.876 labels 104 40 intervals 27.00095 0.46 71.46 214.3535 41.0027 -0.741 95.6155 95.0005 422.3 125.238 -386548 181.676 176.0126 101.3209 93.0015 -0.1 -438.873 351. 5 422.5 99.40 253.00042 422.95 3747.00 195.007 0.00219 422.5 422.40 446.1179 -3.37 407.4 305.00263 0.5 422.0049 0.19 3443.5 422.939 119.2883 -7.00305 0.00232 0.00571 0.5411 -3.5 106.00175 0.00252 0.99 603.1 404.00198 0.2912 82.00183 0.5 422.00091 0.8 242.5 422.014 0.5 422.00162 0.71 4288.46 422.5 422.77 520.538 114.0049 0.9156 86.00094 0.0035 0.247 92183.1 4.00231 0.7 622127 279359 60.00227 0.821 12.0119 0.5 #DIV/0! #DIV/0! -104.1642 26.00278 0.5 422.00313 0.37 0.00203 0.5 422.7567 22.5 422.11944 4.25 #DIV/0! #DIV/0! #DIV/0! -67.1509 7.4338 -2.6322 33.5 422.5 99.5 2912 158.5 97.0032 0.62 514.00385 0.46 422.9269 -3.7903 -2.71 410.5 422.46 0.75 286.3752 -1.781 114.0075 0.5 #DIV/0! 422.0051 0.7 324.2699 -6.00263 0.0245 0.48 611.0035 422.5 0.00565 0.5 #DIV/0! 422.981 65692.9287 -4.00467 0.0032 0.26 0.46 273.46 422.5 422.63 #DIV/0! #DIV/0! #DIV/0! -135 #DIV/0! #DIV/0! #DIV/0! -128.00422 0.46 0.00079 0.5 422.0035 284.00076 0.5 422.3 110.0 370.00 247.0063 0.00167 0.99 279.7801 18.5 #DIV/0! 422.87 335.46 422.Y axis III Location SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN.48803 1.0055 0.7055 20.46 0.00 675360 105.62 371.00605 0.42 4418.46 422.5 99.5 422.5 #DIV/0! 422.000 20 intervals 232.5 422.32 3512.3635 -7.0035 422.0042 0.75 #DIV/0! #DIV/0! #DIV/0! -54 #DIV/0! #DIV/0! #DIV/0! -47.00394 0.00215 0.46 422.5 422.00387 0.5 422.87 478.00389 0.5 422.014 0.729 2180.5 #DIV/0! #DIV/0! #DIV/0! -6.6934 -5.0035 422.50 666.5 99.00577 0.014 -6.0045 0.00739 0.9923 12.0035 422.5 422.0077 0.00 253260 Solve for Nuz 30.00277 0.0854 .01283 0.7 622127 363410 165.236 11.00497 0.0002 422.00198 0.00286 0.358 8T32 66.827 9.46 422.00265 0.00215 0.2175 -1.5 422.00202 0.00155 0.5 422.00485 0.5 422.691 2462.6745 17.5 422.9 371.00668 0.0027 -9E-05 422.956 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 3103.46 422.8605 14.39 102.7 622127 414751 390.00788 0.5 99.1 83.00539 0.00056 0.0105 0.00233 0.68 355.2 418.00 422100 60.5 422.00455 0.40165 5.5438 10.5331 -3.00438 0.00525 0.00 277.5 #DIV/0! #DIV/0! #DIV/0! -60.5 422.78 4576.5 422.771 41801.00059 0.00 318.00515 0.00262 0.5 -30.4082 -18.00 337680 45.9 285.46 422.00241 0.5 422.5 422.5 422.00013 0.00467 0.0052 0.5 422.0035 -15.00389 0.00313 0.1415 -2.5 422.015 111 102.5214 84.00209 0.00 262.00438 0.00297 0.46 0.46 422.00291 0.00193 0.0055 0.00458 0.00569 0.5 422.0043 0.7053 30.5 422.0005 422.5 422.00642 0.00323 0.0175 0.5 422.0035 0.5 422.37 550.5 #DIV/0! 422.5 422.00583 0.00477 0.0042 0.13 593.50 300.00175 0.00266 0.4658 -1.5 422.5 422.30 300.5 422.4 622127 414751 276.00276 0.00137 0.1 417.0056 0.0049 0.00414 0.00464 0.00583 0.25 #DIV/0! #DIV/0! #DIV/0! -131.3747 33.5 422.00063 0.5 0.5 422.0029 0.5 422.46 422.46 422.00875 0.00525 0.7721 37.5 279.1582 29.00203 0.00494 0.0035 422.00287 0.1 422.00 165.0829 91.0035 404.00194 0.00137 0.5 422.5 422.5 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 422.1486 -1.75 #DIV/0! #DIV/0! #DIV/0! -27 #DIV/0! #DIV/0! #DIV/0! -20.4905 88.0039 0.8 622127 327417 88.5 422.00544 0.5 #DIV/0! 422.00477 0.80 266.00481 0.00223 0.0385 0.5 422.00045 0.5 422.9088 172.00309 0.2526 54.49 532.5 422.5 422.00621 0.0035 422.00583 0.46 0.5 422.9496 65.1115 51974 129.2 622127 414751 415.63 ####### #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 422.0035 0.0 622127 268164 -6.5 4.0035 0.00148 0.7 333.Project CALCULATIONS .00268 0.875 20 intervals Solve for Nuz Nuz 239.01 4538 4557.46 422.38 3228.46 0.5 422.46 333.46 422.07 3123.5 3535 79.00613 0.5 99.46 0.00529 0.46 422.46 422.5 422.00306 0.5 422.5 422.5 399.00131 0.4489 -20.63 0.6507 16.66 3408.5 422.00 506520 75.9351 -1.46 422.00212 0.00116 0.003 0.0 315.0 369.00 180.0 350.5 #DIV/0! 422.5 422.00 759780 120.96 155.00397 0.00531 0.00202 0.00294 0.5 422.00236 0.46 422.74 3536.8238 9.2 88429.00171 0.46 422.46 422.9 350.615 120.125 -6.5 99.00322 0.63 #DIV/0! #DIV/0! #DIV/0! -108 #DIV/0! #DIV/0! #DIV/0! -111.137 135.0105 0.09 3178.00227 0.50 270.60 293.6 0.4 622127 396869 216.4 422.00272 0.00052 0.00562 0.00435 0.5 422.75 353.46 422.82 630.46 422.5 422.844 138.00316 0.00565 0.50 273.00216 0.00281 0.00458 0.75 #DIV/0! #DIV/0! #DIV/0! -81 #DIV/0! #DIV/0! #DIV/0! -74.0175 0.00 168840 84420 -0.5 422.00303 0.2 407.007 0.46 422.5 422.46 422.00319 0.0063 0.13 #DIV/0! #DIV/0! #DIV/0! -121.00537 0.00426 0.46 422.44 4158.1324 52.00817 0.6 4470.00481 0.5 422.46 422.00428 0.0105 #DIV/0! 0.38 #DIV/0! #DIV/0! #DIV/0! -114.7 4517.46 422.00222 0.45151 2.5 422.0035 422.0027 0.5 422.00474 0.5 422.0045 0.5 422.4 381.5 422.6953 Interval = 18.93 138.00386 0.107 2745.50 293.5 #DIV/0! #DIV/0! #DIV/0! -87.5 -18.00256 0.00146 0.6 622127 309620 74.00817 0.5 422.8551 24.7353 14.00284 0.5 422.00275 0.4 622127 300044 44.5 422.8 306.8 622127 335701 102.08 3931.00 317.00211 0.5 422.46 422.0325 21.00 460.37 0.46 422.00284 0.45 556.5 422.2591 -3.08542 622127 99.061 120.00408 0.46 0.45 3454.00424 0.5 422.2095 -2.0035 -248.87 621.4485 18.496 -4.5 422.75 496.46 422.75 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! max #DIV/0! max Interval = 17.00237 0.4 0.5 422.5 422.5 422.01517 0.00185 0.5 #DIV/0! #DIV/0! #DIV/0! -124.2592 -2.5 422.5 422.46 422.00139 0.00248 0.6485 14.00221 0.2 16667.75 #DIV/0! #DIV/0! #DIV/0! -108 #DIV/0! #DIV/0! #DIV/0! -101.00311 0.00177 0.5 422.00428 0.00 15.5 422.00461 0.00597 0.872 87.352 23.5 99.0056 0.0245 0.5 422.46 0.5 422.00525 0.37 0.00156 0.00207 0.5 422.0315 0.00556 0.3 295.5 422.6 171.10 259.9223 -2.8806 22.00153 0.47 3320.3726 25.00 285.5 422.00176 0.1 130420 166826 201530 234648 266286 344162 413746 476295 532826 584166 630999 673894 713328 749703 783361 814597 843662 870776 896128 919884 942192 963178 982958 1001633 1019292 126.5 422.46 422.1 3293.5 422.25 425.9 622127 414751 407.1 69.5 422.00038 0.46 315.005 0.5 #DIV/0! 422.00185 0.04 3458.5 422.492 -3.05 428.00318 0.5 422.00245 0.0767 16.2312 -2.5 422.8E-05 0.00312 0.46 422.0065 0.098 37.0028 135.88 #DIV/0! #DIV/0! #DIV/0! -128.03 114.5 #DIV/0! 422.6494 19.00282 0.5 #DIV/0! 422.3074 20.46 422.5607 12.5 422.2 54.8951 39.00316 0.00142 0.95 4019.00321 0.6 622127 414751 360.5 422.5 622127 414751 -44224 -14717 -9809.5 #DIV/0! 422.5 422.8989 -1.5 #DIV/0! 422.46 0.00 210.6 0.00118 0.26 141.79 575.5 422.5 422.00279 0.2647 91.46 422.5 422.00163 422.00153 0.0063 0.8 422.5 422.85 2603.00282 0.5 422.5 422.3 390.6721 -2.00388 0.00019 0.4636 69.5 422.425 146.00272 0.4335 36.7906 -5.5 #DIV/0! 422.007 0.6608 72.00583 0.5 #DIV/0! 422.00022 422.5 422.5E-05 0.46 422.08 483.0035 0.46 422.37 0.11 538.97 -715.00257 150.5 422.5 422.00534 0.5 622127 414751 258.5 422.2356 29.0035 Nuz 0.0055 0.5 422.1 622127 414751 398.15 4324.58524 6.32 3500.00215 0.8 622127 414751 323.00104 0.00391 0.00673 0.0031 0.5 422.1052 -7.0035 422.00556 0.00432 0.5 422.0105 0.00209 0.00933 0.00732 0.0 622127 414751 370.5 #DIV/0! #DIV/0! #DIV/0! -114.0653 27.5 422.46 422.45 4594.00171 0.0 622127 318733 11.00424 0.314 117.00438 0.7 337.3303 54.00194 0.5 422.3164 -5.46 422.0007 -0.427 105.025 55.23 3264.5 422.00506 0.0035 373.7856 -3.00497 0.16 648.46 422.7 360.00267 0.46 422.5 2533.74 465.5 422.00129 0.5 #DIV/0! 422.0 21.9868 19.131 184.24 568.5 #DIV/0! 422.54316 7.0035 422.55 3524.5 422.246 99.00317 0.00264 0.00162 0.5 99.2051 71.6 622127 381051 192.00027 0.8452 15.0059 0.00404 0.8334 42.5455 46.007 0.5 #DIV/0! 422.25 300.66 2259.131 max -7.00169 0.653 123.2761 33.69528 94.6145 77.5 422.5 99.7 622127 414751 380.0047 0.00276 0.00323 0.5 #DIV/0! 422.00158 0.1 295.5 422.99 252. BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.46 422.0026 0.xls' on CD Made by Job No Date © 1999 BCA for RCC Interval = -15.4 142.46 422.046 117.5 #DIV/0! 422.93 4099.00117 0.00298 0.00534 0.3471 66.00258 0.3 622127 289971 28.004 0.5 422.5 422.25 #DIV/0! #DIV/0! #DIV/0! -40.00182 0.00301 0.5 422.5 99.46 0.00242 0.0035 422.0085 0.48 4445.00207 0.5 422.00127 0.5 3487.5 422.1 -5E-05 422.46 422.00319 0.00276 0.1277 46.46 284.5 422.00148 0.9 5.465 108.00 292.00 255.1 622127 414751 336.03 373.2847 49.00143 0.0012 -0.4527 -2.00288 0.0035 334.6592 210.5 422.00474 0.46 422.0035 422.0035 422.70 0.5 422.00569 0.00299 0.5 422.46 261.00317 0.0861 73.425 max -5.68 3388.00501 0.00428 0.24 245.5 99.5 422.7986 -1.18 4389.7008 41.00 225.5 422.1 75.00467 0.00294 0.99 2804.46 261.576 117.46 0.6761 -1.74425 3.122 132.5 99.5 422.46 422.00571 0.00273 0.7 2672.01 3283.00443 0.7 324.5 #DIV/0! 422.85 1346423 1384420 1422418 1460415 1498413 1536410 1574408 1612405 1650403 1688400 1791630 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 0.5101 59.95 4494.7 387.62 657.1135 25.5 #DIV/0! 422.46 422.0455 0.3701 26.9307 78.5 422.04 2738.112 126.0105 0.46 422.00318 0.00259 0.5 99.5 422.1346 -7.38692 3.0035 0.18 123.52 4358.9548 24.00271 -0.7 622127 414751 293.5 422.77 3473.00147 0.00287 0.091 3009.8 110096 130764 150502 199899 243913 283380 318968 351224 380594 407449 432099 454805 475787 495236 513313 530158 545893 560625 574446 587438 599674 611218 126.99 4205.5 197.00506 0.25 #DIV/0! #DIV/0! #DIV/0! -94.5 422.00432 0.00 590940 90.00158 0.805 135.00544 0.0026 0.5 422.5 129.20 279.24 272.00387 0.063 97.076 123.6 295.5 422.2 388.5 422.00461 0.6029 -2.0091 0.00583 0.74 259.00263 0.00309 0.5 422.5 422.12 443.8736 29.5 422.00269 0.5 422.01225 0.5 422.5 99.6585 31.34 336.75 #DIV/0! #DIV/0! #DIV/0! -118.5 341.289 100.7928 -1.4963 -7.0 622127 256338 -10.00137 0.0035 217.1 97.00167 0.5 #DIV/0! 422.33 3344.715 112.4 220.23403 1.25 #DIV/0! #DIV/0! #DIV/0! -121.0105 0.00271 0.46 422.00035 0.00194 0.0021 0.0024 0.00467 0.98 3367.9077 16.00194 0.4 415.0175 0.00817 0.00278 0.767 132.9986 -2.0035 422.00268 0.82 4248.5 #DIV/0! #DIV/0! #DIV/0! -33.5 422.46 422.8529 35.342 20 intervals Solve for Nuz Nuz 239.5 422.37 391.2927 -1.00285 0.0025 0.00661 0.466 -3.6256 10.0035 0.5 422.00219 422.90 286.006 0.00583 0.9 0.00312 0.00249 0.5 #DIV/0! 422.50 240.74 639.5 #DIV/0! 422.00274 0.50 255.5 422.00162 0.5 422.00 240.00 270.0049 0.5 422.5 422.155 -16.6499 22.00304 0.4 622127 414751 308.2576 58.0077 0.46 422.0689 84.00175 0.5 #DIV/0! 422.00251 0.46 422.5 422.99 2314.1726 -7.00613 0.00255 0.21 2811.5 422.0105 0.7 310.00244 0.11 3426.5 422.5 99.11 134.3 622127 414751 348.0047 -5.8978 -6.0065 0.1 622127 414751 422.0878 -1.46 342.00605 0.50 389.5 422.5 #DIV/0! 422.00307 0.498 97.0003 422.00315 0.46 0.5 422.2243 -7.00321 0.00541 0.5 422.5 422.463 148.70 246.6 349.5 422.5 422.00525 0.00107 0.00506 0.00392 0.7316 13.00395 0.1 261.00597 0.12 585.46 422.5 #DIV/0! 0.4 -14.93 3370.0147 -1.0095 0.9825 19.0035 124.00131 0.5 422.2806 -2.00619 0.00512 0.5 422.5 38.00515 0.5 422.007 0.46 0.00391 0.976 79.5 422.46 422.00 1308510 1350720 1392930 1435140 1477350 1519560 1561770 1603980 1646190 1688400 1603980 1519560 1435140 1350720 1266300 1181880 1097460 1013040 928620 0.5 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 1019292 421336 440497 458644 475855 492200 507743 522542 536649 550112 562973 594630 622916 648343 671323 679528 679528 679528 679528 679528 679528 679528 679528 679528 679528 679528 679528 679528 679528 679528 679528 -44422 -35005 9635.00525 0.0017 422.1382 -6.021 0.5 422.00291 0.357 -19.5 422.5 141.5657 -1.00188 0.49 266.5 422.007 0.00525 0.3604 18.8482 68.00 844200 422.46 422.46 273.46 422.64 2977.4269 -4.50 285.00307 0.00314 0.5 422.5 422.00583 0.5 422.5 422.00394 0.42 501.09 2389.6E-06 9.00613 0.0028 0.6465 172.5 422.3 403.2104 210.0035 422.00268 0.0032 0.0015 0.46 324.0044 0.6 622127 411133 238.49 1349006 1386717 1424427 1462138 1499848 1537558 1575269 1612979 1650690 1688400 1788998 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 0.2576 11.00875 0.5 422.00188 0.2 622127 343612 135.5 99.52 3195.00576 0.25 #DIV/0! #DIV/0! #DIV/0! -13. 015 142.196 -5.3 110560 125968 139881 152507 164016 174550 184229 193152 201404 209059 216179 222818 229023 234836 240292 245424 250259 254823 150.9 254823 169882 414.00087 0.00271 0.5 422.5 422.46 251.207 -13.23166 5.00307 0.3521 12.91439 7.00326 0.00152 0.7 70623.4 254823 169882 369.293 122.00243 0.0002 422.23 2440.45632 -4.1 341.00267 0.1 270.00143 0.1 152.2 398161 177039 -4.4746 53.00187 0.95847 1.3 350.3268 -1.859 21.6 134.2 341.1 398161 265441 334.22249 0.77 394.61 451.85 256.5 422.00126 0.1138 48.46 252.46 422.00219 422.05 415.8413 11.7 332.88 -0.98 2866.72 2475.6 34214.7853 12.9 254823 169882 346.75 2915.21 2464.2048 6.66 max .67861 8.00193 0.88 2192.7 398161 184160 13.74 2906.00168 0.0 -47.828 -0.1167 -1.9 398161 265441 369.78 1758.00198 0.00203 0.00313 0.00264 0.00145 0.00317 0.2072 54.5 398161 265441 407.00258 0.5 422.00296 0.5 422.8583 -0.401 -1.8 414.5651 17.9 79168.1558 68.5 143338 143338 143338 143338 143338 143338 143338 143338 143338 143338 143338 143338 143338 143338 143338 143338 143338 143338 143338 88267 92074.00113 0.46 312.00243 0.439 2216.8678 -5.4696 -0.00211 0.7311 57.6659 65.00067 0.5357 63.6 95558.235 108 108 108 108 108 108 108 108 108 108 108 108 108 108 108 108 108 108 108 1793.33 2240.46 2274.338 147.5 422.5784 5.00286 0.5 422.00289 0.0217 -3.0029 0.025 137.00288 0.4 34.05606 6.46 422.8186 -1.00296 0.003 0.6 95558.46 422.00167 0.46 301.6299 -5.29 256.00327 0.46 422.6332 -1.00292 0.69 592.87 436.3955 -4.00211 0.7 95489.2 398161 264256 233.9 251.7305 8T12 52.4069 -0.9281 58.2 422.8748 -0.00099 0.4 40399.10 622.6 398161 265441 347.00156 0.00219 422.8665 45.00204 0.6 180.0016 422.53 549.00254 0.104 99.Y axis IV SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN.4 77191.43 377.0024 0.09185 2.00324 0.04 272.00255 0.00322 0.00112 0.6 95558.5861 19.54024 0.17 2930.46 422.46 422.4611 -5.54 2541 2546.6 95558.51 2797.00152 422.0 -1.00239 0.2 93403.46 265.687 -2.81 2426.00181 0.00218 0.8 254823 156722 183.00268 0.5 422.46 422.00151 0.5066 -0.55 248.903 93.9 398161 265441 254.73 2535.4838 Interval = 19.76 300.01622 7.00304 0.00289 0.146 119 110.29525 3.13 2550.00166 0.46 422.9 369.5935 25.21 338.0662 8T20 67.03 2172.46 422.1685 20.6265 44433.00135 0.5 422.47 270.00019 0.5693 4.44 1693.00297 0.6 95558.4366 -0.54 263.1 7.0027 0.46 422.26 533.46 422.00314 0.4629 -4.3658 56.3 -0.46 422.00181 0.62 2246.46 422.83 375.00166 0.6 322.04219 3.86 2502.09626 3.4907 -3.46 422.3801 -0.1 2243.00319 0.00316 0.1657 59115.00175 0.17 611.5 422.6 350.59 1806.00293 0.5345 9.0021 0.69 300.1418 12746.3767 69.5125 -0.00036 0.4337 -1.728 1494.65 631.00266 0.00311 0.05 265.46 422.5 422.1198 6.11 511.95 588.77812 3.8536 -3.46 422.82 1975.9 254823 169882 289.58306 126.00327 0.00224 0.00317 0.46 422.779 127.66 432.00261 0.00041 0.1 -0.0 357.0002 55.00302 0.9 51.46 422.05 249.8 314.56157 6.4 -1705.96 358.00321 0.56369 138.13 2334.8 147.3 70056.00144 0.66237 4.819 140.0004 422.00324 0.00284 0.273 106.00211 0.00126 0.2756 77.00257 0.73773 2.8455 9.0 371.6481 -0.00139 0.50448 7.00133 0.46 422.6317 12.00203 0.06 1648.08566 152.00147 0.59 645.00318 0.66 1890.00161 0.0693 -0.00162 0.46 422.3 74181.7465 40.00286 0.5481 -0.6 95558.5 422.00151 0.74 553.29 2236.2506 -5.3716 48.04 640.00229 0.00185 0.83 1914.478 20 intervals Solve for Nuz Nuz 234.5 422.00028 0.5 422.9243 28997.2918 13.6 95558.86601 7.5909 -375.5 422.00294 0.00326 0.61453 9.26 2484.52 2529.9 398161 232973 158.00166 0.00313 0.00034 0.00069 0.00085 0.00174 0.00015 0.46 422.06 2779.1396 5900.1078 48.00217 0.9237 11.00323 0.0625 -5.92121 4.00309 0.96157 7.00273 -0.5 67.00316 0.00124 0.48375 59.2254 2.3383 -1.00141 0.46 422.22 -1.69076 4.00049 0.46 422.46 422.00135 0.34538 1.00291 0.2 254823 101664 -40.1 389.78 57.Project Location CALCULATIONS .46 422.8 398161 197302 47.39 416.46 293.21 584.9948 22.02 286.00133 0.00 319.55 470.0 379.5 78004 85208.13 650.5 2828.3 390.4 254823 129752 56.35 455.0002 422.0001 422.5 422.27 565.00305 0.00215 0.69 472.1624 4.591 149.65 2258.48 2760.00054 0.3 131.00084 0.6586 12.00282 0.299 134.559 137.6 398161 265441 398.00171 0.00123 0.4 333.00309 0.25245 7.16249 3.46 290.06 251.1 422.0 398161 161539 -28.00258 0.7 332.9354 -3.0 254823 149214 154.46 301.576 126.00157 0.7883 22.57 13976.3 254823 163424 208.00247 0.5 422.0 398161 265441 414.3339 -0.96 2555.96 1863.0201 10.00161 0.8228 63.2 398161 244570 186.23 53.92 2250.7064 18.xls' on CD © 1999 BCA for RCC Made by Job No Date 20 Bar diameter continued Interval = 18.57838 1.46 422.46 422.00139 0.0032 0.3 60010.8 389.46 281.35 126.48 453.2 346.90 492.06 258.00202 0.46 422.4866 -5.46 422.93 2493.5 422.46 266.34839 4.80 242.78 514.00039 0.732 2093.6 398161 265441 14.7 254823 133601 72.5 422.46 422.4 51421.8114 -0.8047 -5.00215 0.85 1699.7 398161 219911 126.00 318.2 119602 149058 175387 199061 220463 239905 257644 273894 288836 302622 315380 327221 338241 348522 358137 367148 375609 383571 391075 398161 125.455 -1.1838 10.461 -12.2 254823 169882 333.00198 0.46 422.07 244.00263 0.46 422.37775 6.6 95558.5092 10.00291 0.46 422.01 684.2053 5.46 422.27 434.00307 0.91 397.1672 138.3 254823 107046 -18.6 398161 214664 91.0 254823 121418 23.49 489.2725 -5.5 398161 265441 273.02 293.23 104.84 2888.039 130.6 95558.6 95558.1105 15.1008 51.59 2453.3 61245.00202 0.00248 0.0026 0.8 75114.2 -9E-05 422.5 422.7 406.00294 0.5 -50.2265 8.53 89.078 143.88857 0.3698 9.8 -0.00017 0.3139 -0.5 422.0 398161 265441 389.8127 73.7044 -16.46 422.46 422.2 322.2707 13.0219 -1.1 1890.00193 0.46 422.66 1938.0259 -0.51 292.00316 0.53713 5.83 475.00186 0.5 422.46 422.00192 0.8292 49.5273 91.5 288.288 123 114.00324 0.00098 0.00171 0.00255 0.9 2200.00296 0.5 422.91 2255.00251 0.853 max -1.5 422.00274 -0.00223 0.00071 0.74 568.48 338.5 422.46 422.00198 0.46 257.00264 0.46 422.46 422.32 75.00326 0.56 1318311 1359432 1400553 1441674 1482795 1523916 1565037 1606158 1647279 1688400 1798023 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 0.9279 152.46 422.5731 66.6 95558.00297 0.72 413.3277 9.8 254823 169443 231.46 422.5 422.46 422.9636 52.00302 0.4561 50.8127 58.00325 0.46 422.2 405.00175 0.9067 23.0023 0.46 422.76 2159.00284 0.6 11846.03 2029.00327 0.00238 0.5 -71.0001 422.1 -3E-05 422.6 95558.94 2232.00318 0.67 2218.475 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 2276.84 396.7037 -0.60925 7.46 422.4 254823 169882 379.67 2212.00307 0.3559 -0.1461 -1.1 398161 203379 62.46 422.92294 8.2 65619.00047 0.00311 0.00187 0.00224 0.12 2897.5 422.11 2509.15 603.4 68190.00211 0.85096 4.21 2923.62555 8.00187 0.63 376.46 422.00129 0.7 254823 169882 389.55 139.46 422.46 422.00313 0.7 -5.5E-05 0.7805 -0.00269 0.5 0.00207 0.00211 0.0 371.00161 0.46 422.7382 -2.87 1334241 1373592 1412943 1452294 1491645 1530996 1570347 1609698 1649049 1688400 1795015 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 0.00219 422.8572 -5.2 103280 108355 113046 117395 121437 125204 128723 132019 135110 138017 140755 143338 132.46 422.3 350.5 422.00168 0.8604 56.55 81.6 422.00325 0.00327 0.26 121 112.00304 0.15 1842.00326 0.94 337.586 2155.42 357.9 254823 169882 252.2361 57.22 572.5 422.46 290.09 689.24 241.00298 0.2 254823 125696 40.4 389.00295 0.37 626.77 278.6303 -4.6 1598.9491 48.0001 422.2 73096 86425.355 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 1639.00322 0.51738 0.46 422.95 2404.00273 -0.7233 -4.00134 0.2315 -1.7 22847.3E-05 0.46 422.46 422.00269 0.00301 0.4 332.97 2392.5 398161 190904 30.0 254823 140743 123.78 271.00266 0.2461 43.00101 0.25 2227.88 2523.8645 59.46 80.00 319.2957 -0.00244 0.76 2516.6 95558.477 46.00329 0. BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.9 254823 169882 422.00288 0.32624 3.52 124.3 62897.7086 -0.32 530.00023 0.00156 0.11 2206.00315 0.5 398161 265441 321.25 2813.2 254823 116898 5.46 422.73691 77.739 16.4 97771.8674 73.5583 -4.8 91770.00325 0.7 0.90672 2.758 11.7547 -0.02 278.9 95558.00051 0.171 141.00234 0.16 607.01053 8.38 527.7369 Interval = 19.46 278.5 422.41 2030.5 312.4 254823 169882 406.6162 -0.46 85.00145 0.89 356.66 2184.6 254823 169882 358.65479 7.00207 0.46 422.00309 0.8 398161 265441 380.27152 2.00292 0.63899 6.5 422.4 319.00261 0.46 422.41 1980.00175 0.00321 0.50889 7.5 422.1 303.5 422.22 1321477 1362246 1403015 1443785 1484554 1525323 1566092 1606862 1647631 1688400 1796519 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 1876000 0.00025 0.00195 0.3 2136.0934 -4.46 422.46 422.00272 0.00311 0.46 278.9 398161 265441 422.864 129.00299 0.4586 14.9 0.46 422.46 422.5 422.595 -0.46 422.5 2083.9371 -0.1383 37.00235 0.00186 0.00161 0.27795 5.00217 0.00111 0.30 494.5 422.7441 0.93 76.0025 0.00323 0.1 83994.00293 0.9996 60.8449 -1.7781 -0.93608 8.81276 5.5 422.00133 0.95 62.32 546.6945 32.00171 0.2 24358.5 254823 169882 -38115 -24338 -11361 -8547.7963 53.8 254823 169882 271.2986 63.1 72927.46 422.7 398161 209159 -47108 -26858 -7736.46 422.46 422.1 398161 254936 211.82 1919.1317 -0.6257 11.7 420.00215 0.00247 0.39253 2.7725 30.85 2065.003 0.82 2877.2814 9.4 119.46 422.8 5.57465 0.903 max -15.152 1743.2 406.318 144.00322 0.4 422.7 -0.3 82.46 422.46 422.5 422.00252 0.61 670.07522 4.00234 0.00153 0.39 292.5 229.9999 -0.6 27946.273 max -0.00229 0.1 398.5 422.00287 0.0032 0.00325 0.44 2842.50897 5.5 422.2258 -2.00321 0.46 422.4608 -5.927 8.5194 3.4417 17.6 95558.00175 0.46 422.00328 0.4 254823 169882 305.5 151.8147 48.2 398161 265441 358.9 341.6901 290.6434 85.93 678.76 69.8 7.46 422.00203 0.18 2223.00319 0.657 -4.0 370.6578 -0.4 398161 265441 61.2 304.3 254823 137261 87.00181 0.9 -24089 -16177 -8728.3808 94.0008 5.2979 -5.48296 6.4806 16.79 2704.00323 0.8 254823 112115 -14.27 285.9516 -0.00295 0.01 2252.00031 0.27897 49.74 2380.01 300.99 659.5 206.2 407.73477 2.00322 0.544 4.46 269.00153 0.00315 0.942 -1.6138 12.9458 -0.3 254823 169882 398.1 17.46 422.4621 -2.1 143338 143338 143338 143338 143338 143338 143338 143338 143338 143338 143338 56943.8 422.00195 0.944 20 intervals Solve for Nuz Nuz 237.7109 -3.00125 0.4 254823 169882 320.36533 1.2 17487.878 1846.08 285.5 422.83521 4.5 1546.039 36.5 422.8 -4E-05 422.80189 2.6 3023.16 263.211 20 intervals Solve for Nuz Nuz 234.44 508.11861 1.9 52497.00319 0.03 279.00175 0.6 95558.99628 0.80 665.5 -63.00195 0.00207 0.061 -0.554 306.00044 0.2743 -3.75 2667.68 2937.46172 7.6 128.1 43581.5 422.212 23.5 422.7 -25.0 323.48 2737.76723 3.853 122.153 -14.21 136.9845 -17.4 421.22 2854.5 398161 169511 -8.5 398161 265441 13.303 146.0002 422.00145 0.0003 422.8361 57.9 2545.279 1890.4 -4384.4264 14.227 -4.4748 -1.3E-06 422.0011 49.46 422. 1 12.44 929.7 231.7 136.2 32.3 65.9 SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN.25 889 896 903 0.68 ok 214.6 275.0 358.3 1.0 217.8 220.5 208.1 lu N lu Mdif #N/A #N/A 2912.8 lu Ndif #N/A 188.3 77.4 ßx = 0.0 90.9 187.3 32.3 146.5 354 356 358 246 249.5 152.1 114.2 lu Ndif #N/A 97.5 2258.3 lu Ndif #N/A 185.0 90.3 ßx = 0.058 Madd X Madd Y 0.965 0.104 Mx My 122.25 889 896 903 32 Loadcase 5 ßx = 0.8 74.6 -4.5 354 356 358 246 249.6 15.44 929.6 Mres #N/A 248.9 37.921 0.5 939.1 -3.3 62.7 57.9 51.2 lu M' #N/A 148.7222 AXIS M' X X X X X X 189.8 34.8 64.7 6.2381 h' b' 346 349.2 23.6 105.8 2555.7 Mres #N/A 392. BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.7 65.0 152.968 0.2 112.6 Fails 126.5 -2.6 15.4 214.9 lu Mdif #N/A 1.8 84.92 ok 179.4 ßy = 0.0 2.1 3535 2937.892 0.5 354 356 358 246 249.7 N/bhfcu 0.3 219.05 ok 276.921 N bal K 908.5 75.5 lu N lu Mdif #N/A #N/A 2408.000 1.9 45.2 57.2 1.3 126.3 Fails 137.7 -6.25 917.5 65.3 181.1 90.3 ß = 0.8 66.1 188.71 Fails 163.0 ßx = 0.9 -0.8 2555.5 52.3 AXIS M' Y Y Y Y Y Y 123.3 184.2 lu Mdif #N/A -15.4 ßy = 0.104 Mx My 114.4 22.3 969.0 60.9 179.Project Location LOADCASES Made by Job No lu M' #N/A 154.7 214.5 254 256 258 N/bhfcu 0.4 183.2 N = 1200 Mres Status Fails 248.0 68.3 1178.5 254 256 258 N/bhfcu 0.0 464.xls' on CD Nuz= 0.7 30.5 2258.4 -5.4 19.876 ok 45.7 37.9 Mres #N/A 141.9 Mres #N/A 174.8 123.9 2.5 55.6 15.5 52.1 357.1 861 873.3 94.5 2258.395 0.104 Mx My 231.6 22.5952 h' b' 346 349.083 Fails 32 32 25 20 16 12 5 Nuz 1E-06 4594.2 180.6 174.8 2555.25fcubd ßx =(le/b')^0.3 31.1 93.92 ok 51.7 5.297 N bal 32 Loadcase 3 Date © 1999 BCA for RCC 22.000 1.7 -4.2 464.0 29.7 231.6 105.1 187.8 2555.5 354 356 358 246 249.836 0.0 35.8 122.13 Fails 113.0 74.47 ok 5.3 52.2857 h' b' 346 349.9 ß = 0.3 40.432 0.8 143.058 Madd X Madd Y 25.2 N = 3500 Mres Status Fails 149.8 58.0 60.058 Madd X Madd Y 11.8 2555.8 29.1 3535 2937.3 137.8 2555.36 Fails 209.6 109.865 0.1 0.7 231.1 47.7 0.0 111.4 113.000 1.8 2555.3 lu M' #N/A 256.5 187.7 32 Loadcase 6 24.8611 AXIS M' X X X X X X 359.8 3.0 1084.204 30.5 254 256 258 N/bhfcu 0.7 163.1 140.2 lu Ndif #N/A 116.6 105.6 ßx = 0.3 80.000 N bal K 861 873.4 54.2331 Fails Fails Fails Fails N bal 32 908.954 0.4 2.0 24.3 22.57 ok 171.0 64.6 122.975 0.8 -6.9 99.9 2937.2 73.3 122.7 41.3 Fails 20 32 25 20 16 12 4 Nuz 1E-06 4594.2 68.7 11.7 231.0 -32.297 3535 0.9 138.104 Mx My 75.1 92.4 45.13 Fails 32 32 25 20 16 12 6 Nuz 1E-06 4594.1 3535 2937.2 73.9 138.9 2392.7 138.3 77.9 -17.5 2258.512 Fails Fails Fails Fails 32 32 25 20 16 12 3 Nuz 1E-06 4594.1 71.4 33.0 44.3 ßy = 0.5 24.0 58.7 lu N #N/A 946.5 939.25 917.1 30.5 lu N lu Mdif #N/A #N/A 1062.1 60.7 16.25 934.77 ok 277.5 2937.1 3535 2937.6 171.965 N bal K 861 873.960 0.2 55.7143 h' b' 346 349.0 184.4 ß = 0.2 91.0 110.5 254 256 258 N/bhfcu 0.8 184.5 2258.0 100.3 40.5 2258.7 105.1 2977.034 33.0 34.1 442.8 216.1 -16.2 1136.5 22.3 lu Ndif #N/A 103.5 71.8 25.5 57.1 113.9 ß = 0.5 254 256 258 N/bhfcu 0.5 Mres #N/A 149.5 354 356 358 246 249.058 Madd X Madd Y N bal K 908.3 358.6 105.1 0.4 .568 0.6 103.75 32 B2 32 25 20 16 12 2 Nuz 1E-06 4594.4 122.7 11.000 1.5 254 256 258 ß = 0.886 Fails Fails 25 25 32.9 91.7 11.1 3535 2937.3 100.5 52.1 23.8 277.25 917.0 910.3 2462.4 72.5 187.6 ßy = 0.0 80.8 166.2 -2.432 30.6 Mres #N/A 390.3 126.3 14.5 37.9 -7.104 Mx My 68.3 12.0 57.2 3498.5/2000 LOADCASE B1 32 25 20 16 12 1 Nuz 1E-06 4594.5 2258.1 69.000 1.6667 AXIS M' Y Y Y Y Y Y 220.1 30.7 11.3 182.07 Fails 140.9 8.1 -10.4 22.1 58.3056 AXIS M' Y Y Y Y Y Y 84.1 3535 2937.7 15.3 30.2 N = 500 Mres Status Fails 392.3 927.25 934.95fyAsc Nbal = 0.5 lu M' #N/A 395.9 918.9 111.9 99.45 fcuAc + 0.2 0.8 -1.5 359.119 h' b' 346 349.0 276.5 2258.7 231.5 354 356 358 246 249.058 Madd X Madd Y ßy = 0.5 25.4 ßx = 0.4 52.3 283.218 0.12 Fails 92.2 N = 1000 Mres Status Fails 390.4 79.5 30.6 83.395 23.6 15.2 2493.7 122.104 Mx My 110.0 ßy = 0.2 30.8 5.6 45.1 -3.6 126.3 123.6 15.2 N = 3000 Mres Status Fails 141.75 1.9 2258.5 939.1 65.4 209.009 Nuz K #DIV/0! 4594.013 2937.6 458.25 934.1 lu M' #N/A 391.6 161.44 929.1 218.8 2555.803 0.0 80.7 22.6 149.1 1164.25 889 896 903 0.8 75.9 lu N #N/A 472.6 2.7 2.7 11.5 5.6 105.2 30.5 ß = 0.8 359.8333 h' b' 346 349.2 lu Ndif #N/A 235.2 N = 2500 Mres Status Fails 174.2 77.5 2258.058 Madd X Madd Y K 20 Loadcase 4 0.5 122.75 0.8 2555.4 lu N lu Mdif #N/A #N/A 3461.1 lu M' #N/A 180.0 -7.728 Fails 5.0 114.3 AXIS M' X X X X X X 138.91 ok 99. Users should note that all BCA software and publications are subject to revision from time to time and should therefore ensure that they are in possession of the latest version. Crowthorne. suppliers or advisors. RCC or their subcontractors. This spreadsheet should be used in compliance with the accompanying publication 'Spreadsheets for concrete design to BS 8110' available from British Cement Association. Status of spreadsheet Public release version.Disclaimer All advice or information from the British Cement Association and/or Reinforced Concrete Council is intended for those who will evaluate the significance and limitations of its contents and take responsibility for its use and application. Berkshire RG45 6YS. No liability (including that for negligence) for any loss resulting from such advice or information is accepted by the BCA. Telford Avenue.0 Action Size (kB) First public release. Revision history RCC53 Column Design Date Version 03-Aug-99 RCC53 v1. Includes b version comments 1575 .
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