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Point&Moment Loads P,M= <br /> Label location x(n) Load Magnitudes P.Al <br /> Floor I 2 D:93 lb,0 lb ft,L:600 lb,0 lb ft <br /> Enable Automatic Live Load Patterning? No <br /> (BETA) <br /> Bending Axis Weak Axis(Y-Y) <br /> Include Self-weight No <br /> Self-weight SW= 0 Of <br /> Use Reduced Companion Live Load? No ASCE 7-1��C123.1 I <br /> Brace at Point Loads? No <br /> Design Criteria <br /> Design Code for Load Combinations Code= International Building Code(IBC)2018 <br /> Beam Incline Horizontal <br /> Deflection Limit Absolute Criteria Amax = 1 in 18C,Table IE,".3 <br /> Deflection Limit Span Criteria L/ = 360 IBC,Table 16043 <br /> Long Term Deflection Limit (L/)LT= 240 <br /> Double U Deflection Limits for (Inle Ao-1B.!dng Code 2018.Tab'e 1607.3$hbprN <br /> No codes iccsafe.orgfcontenU1BC20181chapler 16 shuctural. <br /> design) <br /> Cantilevers? <br /> iMember Properties ` <br /> Modulus of Elasticity E= 29 000 000 Psi AISC 3C016.TWO Bi 1 <br /> Member Depth d= 7 in <br /> Gross Area Ay = 3.59 iE32 <br /> Moment of Inertia I= 1.16 in° <br /> Axial Stiffness EA= 104000000lb•ft/ft <br /> Flexural Stiffness EI= 234 000 ib•ft2 <br /> Section Modulus S= 0.696 in3 <br /> Torsional Constant J= 0.1610 AISC Des,gn Gu de 90997) <br /> Warping Constant CW = 11.2 ins AISC Design G.d.9(19971 <br /> Web Area AW — <br /> = 1.6 in' AISC 360-16,CI G21 <br /> Channel LTB Coefficient c= 1.07 AISC 3E016 F2.8 <br /> Torsional Radius of Gyration on its = 0.722 in AISC 360.16 <br /> Compression Side of Beam <br /> AISC 360 16 F2-5(I.SNWs and channels)A F9 A(lees and <br /> Fully Plastic Length LP= 2 ft,4.4 in double angles) <br /> A15C 360-16 F26 Bahapes and cha.nelA AISC 360 16 F9 9(lees <br /> Elastic Global Buckling Length Lr = 12 it,1.9 in and double angles) <br /> Typical Yield Strength Fy,typ= 36 000 Psi <br /> S A•F(1� <br /> µ 1 <br /> KiNAL <br /> O/ .1 lo1J_ <br /> 40 <br /> Greenfield Rev 3 Page 31 of 52 <br />