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Project , Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 4 of 7 <br /> Model DB/DE-48-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 <br /> By EOS lr& NASHVILLE,TN Date 9/27/18 <br /> CHECK COLUMN: Pipe3STD Fy = 35 ksi COMPACT SECTION <br /> ASD Load Combinations: D+0.6W ASCE 7-10,Section 2.4 <br /> Safety Factors: -Qb,T V= 1.67 AISC Specification F1, H3, G1 <br /> Service Wind Loads: Moment Arms: Sign Dead Load = 0.20 kips <br /> Sign, Pw= 0.51 kips 3.20 ft. <br /> Total Service Moment at Base: M = 1.62 k-ft <br /> Yielding Strength: Mn= Mp=Fy*Z Mn= 6.39 k-ft AISC Specification F8-1 <br /> Mnlf)= 3.82 k-ft > M = 1.62 k-ft O.K. <br /> Factored Torsion Due to 0.2 Offset: T= 0.42 k-ft <br /> Torsional Strength: T„=F«* C Tn= 6.01 k-ft AISC Specification 1-13-1(a) <br /> Tn/Q= 3.60 k-ft > T= 0.42 k-ft O.K. <br /> Service Axial Load: P= 0.23 kips <br /> Compressive Strength: AISC Specification Table 4-6 <br /> PrA= 35.9 kips > P= 0.23 kips O.K. <br /> Service Shear at Base: V„= 0.51 kips <br /> Shear Strength: V„=F«*Ag/2 Vn= 21.74 kips AISC Specification G6 <br /> Vn/O= 13.01 kips > V= 0.51 kips O.K. <br /> Combined Torsion,Shear, Flexure and Axial Force: AISC Specification 1-11-1b <br /> Required torsional strength does not exceed 20%of design torsional strength. <br /> Use AISC equation 1-11-1b= 0.43 < 1.0 O.K. <br />