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SAP CAPACITY OUTPUT <br /> MOMENT CURVATURE(M-0)GRAPH -Kip,in,F <br /> Results For Exact-Integration Axial Load=0 <br /> Moment Angle=0 <br /> 0y(Initial) = 9.030E-05 <br /> My= 5023.5441 <br /> Ov(idealized) = 1.306E-04 <br /> Mp= 7263-2441 <br /> (crack= 13803 <br /> Oconcrete= 8.521 E-04 <br /> Mconcrete = 7510.6608 <br /> Osteei= N/A <br /> Msteei = N/A <br /> Concrete Strain Neutral Axis Steel Strain Tendon Strain Concrete Compression Steel Compression Steel Tension pre 1-1110- 1e 10ce cum m Moment <br /> 0 0 0 0 0 0 0 0 0 0 0 <br /> E.954E-05 9.4715 1.862E-04 0 -19.79M -1.3881 N3512 0 4.3307 8.154E-% 4726687 <br /> -1 725E-04 9.5366 a 666E-04 0 -48.5639 -3.3791 52.3713 0 0,4283 2039E-05 1168.2299 <br /> -3.112E-D6 9.5197 8.396E-04 0 .878N7 .61251 94.1544 0 0.1846 3.669E-05 2108.393 <br /> -4.842E-04 9.5162 1.3%E-03 0 -1%.7833 -9.5414 ,46.4263 0 0.1016 5.708E-05 3281.4879 <br /> 6.937E-04 9.4925 1664E-03 0 -194.9769 -13.769E 2086257 0 0.0851 8.154E-05 4675.2762 <br /> -9.197E-14 9 6454 2 533E-03 0 -246.358, -17 42M 263 U57 0 0 0439 0.0001101 MI0 07U <br /> -1.137E-03 10.039E 3.338E-03 0 -278.147 -18.8%6 2%.9109 0 4.0417 06001427 6359.8639 <br /> -1.361E-03 104148 4265E-03 0 -300.9861 -19781 320.6525 0 -0.1146 0.0001794 6690.1831 <br /> 1.595E-03 107569 5.310E-03 0 -319.0382 -208248 3393118 0 -0 .00.1512 002202 6921,4123 <br /> -1.844E-03 11,0424 6.467E-03 0 -3346688 -216007 3%.1782 0 -0.091 0.000z65 7095,6767 <br /> -2.105E-03 11.2952 _ 7.741E-03 0 -346.6412 -21.9517 368,4023 0 -0.19% 0,0003139 _ 7218,0721 <br /> -2 -0 1,6112 0 -3%N -22.029E 3782132 0 -0.1034 0.0003969 _ <br /> 11.6742 0. % 0 -3%.3841 -22.2%7 388.5992 0 4 D716 0600424 1.844 <br /> -3.003E-03 11.8094 0.0122 0 -374T25 -22.495 397.0597 0 -02078 0.0004852 7444.0548 <br /> -3. E-03 11.9131 _ 0.01 0 -379.0854 -22.1488 401A464 0 -0.0871 060%5W _ 74 BT/49 <br /> 12.0443 0 -383.3463 -22.%28 405.3476 0 -0.%15 0.00%197 <br /> -4.076E-03 12.1187 0.0177 0 -367.3535 -22.3148 /09.6244 0 -0.0439 O.W06931 75032667 <br /> 4492E-03 12.1703 06197 0 -390%19 -22.%57 4136363 0 -00113 0.000n6 75,20%7 <br /> 4.938E43 12.2051 06218 0 -393.804 -24.059E 4182912 0 0.4275 06008521 7510.%% <br /> Curvature Moment Moment Area bt r <br /> Aclual Weal curve, <br /> 9.030E-05 5023.5441 50235441 0 <br /> ,101E-a 5810.0784 6123M25 3105E-03 SECTION IS AT NOMINAL CAPACITY WHEN CONCRETE <br /> 1.3%E-04 6155.M71 72632441 00146 <br /> 1..27E_04 6359.8639 7263.244, 6.6122 REACHES A COMPRESSION STRAIN OF 0.003. THE <br /> 1794E_94 669E1631 72632441 96271 22 -01 6921.4123 72632441 0.0187 RESISTANCE FACTOR IS THEN A 0.9 PER ACI FOR A STEEL <br /> 02E <br /> 2659E-04 7218,0721 7263.2441 00114 <br /> 52W STRAIN > 0.005 (TENSION CONTROLLED) <br /> 3.139E-04 7218.0721 72632441 5204E-03 <br /> 3%9E-04 7301.949E 72632441 1714E-04 <br /> 4.249E-04 7381,8445 7263.2441 4.489E-03 <br /> 4.852E-04 7-0548 72632.1 -9.155E-03 <br /> 5.504E-04 748 49 R 12441 -0.m26 <br /> 6.197E-04 7488.7957 72632441 -0.0149 <br /> 6.931E-04 75032567 72632441 -0.0171 <br /> 77%E-01 7512.0%7 726324/1 -0.0189 <br /> 8.521E-04 7510669E 7263.244, -0.0202 <br /> SUM= <br /> -5 030E43 <br /> PILE STRENGTH CHECK <br /> Mu = 1410 kip*in <br /> (pMn = 0.9*(7263 kip*in) = 6536 kip*in <br /> D/C = 1410/6536 = 0.22 <br /> DESIGN IS OKAY. <br /> 22 <br />