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Project` Advent Health 00 <br /> ROSS BRYAN ASSOCIATES, INC. Sheet No. 4 of 7 <br /> Model P/PE-15-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 <br /> By EOS fk3 NASHVILLE,TN Date 9/27/18 <br /> CHECK COLUMN: Pipe6XXS 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= 1.19 kips <br /> Sign, PW= 3.29 kips 9.25 ft. <br /> Total Service Moment at Base: M = 30.47 k-ft <br /> Yielding Strength: Mn= MP=Fy*Z. Mn= 79.92 k-ft AISC Specification F8-1 <br /> Mn/1)= 47.85 k-ft > M = 30.47 k-ft O.K. <br /> Factored Torsion Due to 0.2 Offset: T= 4.82 k-ft <br /> Torsional Strength: Tn=F«* C Tn= 74.95 k-ft AISC Specification H3-1(a) <br /> Tn/f2= 44.88 k-ft > T= 4.82 k-ft O.K. <br /> Service Axial Load: P= 1.98 kips <br /> Compressive Strength: AISC Specification Table 4-6 <br /> Pn/f2= 54.8 kips > P= 1.98 kips O.K. <br /> Service Shear at Base: V„= 3.29 kips <br /> Shear Strength: V„=F,*Ag/2 Vn= 154.35 kips AISC Specification G6 <br /> Vn/0= 92.43 kips > V= 3.29 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 H1-1b= 0.65 < 1.0 O.K. <br />