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Project . Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 4 of 7 <br /> Model 1-4-IL-150 CONSULTING ENGINEERS Job No. 184652 <br /> By EOS 1r& NASHVILLE,TN Date 9/27/18 <br /> CHECK COLUMN: Pipe3STD Fy = 35 ksi COMPACTSECTION <br /> ASD Load Combinations: D+0.6W ASCE 7-10,Section 2.4 <br /> Safety Factors: C)b,T,V= 1.67 AISC Specification F1, H3, G1 <br /> Service Wind Loads: Moment Arms: Sign Dead Load = 0.32 kips <br /> Sign, P,= 0.79 kips 3.20 ft. <br /> Total Service Moment at Base: M = 2.54 k-ft <br /> Yielding Strength: Mn= Mp= Fy*Z Mn= 6.39 k-ft AISC Specification F8-1 <br /> Mn/()= 3.82 k-ft > M = 2.54 k-ft O.K. <br /> Factored Torsion Due to 0.2 Offset: T= 1.12 k-ft <br /> Torsional Strength: T„= F«* C Tn= 6.01 k-ft AISC Specification H3-1(a) <br /> Tn/Q= 3.60 k-ft > T= 1.12 k-ft O.K. <br /> Service Axial Load: P= 0.35 kips <br /> Compressive Strength: AISC Specification Table 4-6 <br /> Pn/()= 35.9 kips > P= 0.35 kips O.K. <br /> Service Shear at Base: V„= 0.79 kips <br /> Shear Strength: Vn= Fcr*Ag/2 Vn= 21.74 kips AISC Specification G6 <br /> Vn/0= 13.01 kips > V= 0.79 kips O.K. <br /> Combined Torsion,Shear, Flexure and Axial Force: AISC Specification H1-1b <br /> Required torsional strength exceeds 20%of design torsional strength. <br /> Use AISC equation H3-6= 0.81 < 1.0 O.K. <br />