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Projtied Advent Health 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 NASHVILLE,TN Date 9/27/18 <br /> CHECK COLUMN: Pipe6XXS Fy = 35 ksi COMPACT SECTION <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, P,N= 3.29 kips 9.25 ft. <br /> Total Service Moment at Base: M = 30.47 k-ft <br /> Yielding Strength: M„= MP= Fy*Z. <br /> Mn= 79.92 k-ft AISC Specification F8-1 <br /> Mn/()= 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=Fcr* 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/12= 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/O= 92.43 kips > V= 3.29 kips O.K. <br /> Combined Torsion,Shear, Flexure and Axial Force: AISC Specification H1-1b <br /> Required torsional strength does not exceed 20%of design torsional strength. <br /> Use AISC equation 111-1b= 0.65 < 1.0 O.K. <br />