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Projdct Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 4 of 7 <br /> Model M-6-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 <br /> BY EOS tL NASHVILLE,TN Date 9/27/18 <br /> CHECK COLUMN: Pipe5STD Fy = 35 ksi COMPACT SECTION <br /> ASD Load Combinations: D+0.6W ASCE 7-10,Section 2.4 <br /> Safety Factors: (2b,T V= 1.67 AISC Specification F1, H3, G1 <br /> Service Wind Loads: Moment Arms: Sign Dead Load = 0.59 kips <br /> Sign, PW= 1.49 kips 4.30 ft. <br /> Total-Service Moment at Base: M = 6.43 k-ft <br /> Yielding Strength: Mr,=MP= FY*Z Mn= 19.92 k-ft AISC Specification F8-1 <br /> MnIQ= 11.93 k-ft > M = 6.43 k-ft O.K. <br /> Factored Torsion Due to 0.2 Offset: T= 2.68 k-ft <br /> Torsional Strength: T„=F«* C Tn= 18.76 k-ft AISC Specification 1­13-1(a) <br /> Tn/f2= 11.24 k-ft > T= 2.68 k-ft O.K. <br /> Service Axial Load: P= 0.68 kips <br /> Compressive Strength: AISC Specification Table 4-6 <br /> PnM= 87.8 kips > P= 0.68 kips O.K. <br /> Service Shear at Base: V„= 1.49 kips <br /> Shear Strength: Vn= F«*Ag/2 Vn= 42.11 kips AISC Specification G6 <br /> Vn/O= 25.21 kips > V= 1.49 kips O.K. <br /> Combined Torsion,Shear,Flexure and Axial Force: AISC Specification 1­11-1b <br /> Required torsional strength exceeds 20%of design torsional strength. <br /> Use AISC equation 1­13-6= 0.64 < 1.0 O.K. <br />