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41 of 234 <br />Thornton Tomasetti <br />i h Interaction Surface for Section 24x24CoI 16_*11 (ACI 318-14) Station 0 ft <br />D,splay Options 30 Interaction Surface <br />23 <br />diTent Interaction Curve <br />DATA POINTS WITHIN INTERACTION SURFACE <br />FOR SAMPLE COLUMN <br />@ Show Design Code Data Show Fiber Model Data <br />0 Inchjde Ph <br />E+3 <br />Excjude Ph <br />Exclude Phi and Increase Fy <br />Curve Data <br />IP 400 - <br />320 - <br />2 40- <br />160- <br />Mi lap-ft M) lapit <br />€ 080 - <br />[1 000 - <br />0 0 <br />-080- <br />0 481 9645 <br />0 6572885 160 - <br />0 827 0569 -2407 I <br />Port p k IP <br />2458.97 <br />2 2385 148 2-D CURVE FOR A ROTATION OF ZERO DEGREES <br />3 2092 586 (ABOUT X AXIS). ENLARGED BELOW.4 1736 384 ..- - <br />-0.40 000 0 40 080 1 20 1 60 E+3 <br />5 1298 629 0 996 3742 .,-k•- .fl <br />-P <br />6 743121 0 1188.9411 <br />7 402207 0 1179.4165 <br />ETABS GENERATES A THREE-DIMENSIONAL <br />47 782 0 1081 3031 Plan 315 131 deg Supenmpose Dashed Fibecurv INTERACTION SURFACE FOR THE MODELED <br />9 -380.519 0 854 7551 <br />10 -932.158 0 458.0053 Elevation 35 deg Note Compression is positive n this forrn COLUMNS TO ASSESS ADEQUACY AGAINST AXIAL <br />11 -14976 0 0 __ __ __ __ AND Bl-AXIAL FLEXURAL DEMANDS. <br /> 30 1 |IM-|PM3 | ' PMZ 1 Done <br />11 1- INJ Eli Curve #1 C deg ,# <br />2-D SURFACE CURVE DATA <br />FOR A ROTATION OF ZERO <br />DEGREES (ABOUT X AXIS) <br />ENLARGED BELOW. <br />Current Interaction Curve <br />E+3 <br />4.00 - <br />NOMINAL AXIAL-FLEXURAL INTERACTION CURVE, <br />PHI = 1 PER ASCE 41-13 <br />3.20 -AT BALANCE POINT,l P=650 K <br />2.40 ---I--I /---M=1200 K.FT <br />1.60 -*MATCHES S-CONCRETE <br />0.80 - <br />0- 0.00 - <br />-0.80 - <br />-160 - <br />-2.40 7 1 <br />-0.40 0 00 0 40 0 80 1 20 1 60 E+3 <br />ETABS MODEL <br />BASE COLUMN SECTION PROPERTY <br />M (kip-ft)