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Project'- Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 4 of 7 <br /> Model AHS-L-5-IL-150 CONSULTING ENGINEERS Job No. 184652 <br /> Efy EOS NASHVILLE,TN Date 9/27/18 <br /> CHECK COLUMN: Pipe4STD Fv = 35 'ksi COMPACT SECTION <br /> ASD Load Combinations: D+0.6W ASCE 7-10,Section 2.4 <br /> Safety Factors: ObTV 1.67 AISC Specification F1, H3,G1 <br /> Service Wind Loads- Moment Arms: Sign Dead Load= 0.49 kips <br /> Sign, Pv 1.24 kips 3.75 ft. <br /> Total Service Moment at Base: M = 4.65 k-ft <br /> Yielding Strength: M,,=Mp=FV Z Mn= 11.81 k-ft AISC Specification F8-1 <br /> M,,/()= 7.07 k-ft > M = 4.65 k-ft O.K. <br /> Factored Torsion Due to 0.2 Offset: T= 2.20 k-ft <br /> Torsional Strength: T,,=Fcr*C T,= 11.12 k-ft AISC Specification 1­13-1(a) <br /> Tn/0= 6.66 k-ft > T= 2.20 k-ft O.K. <br /> Service Axial Load: P= 0.55 kips <br /> Compressive Strength: AISC Specification Table 4-6 <br /> P,/Q= 68.6 kips > P= 0.55 kips O.K. <br /> Service Shear at Base: VU= 1.24 kips <br /> Shear Strength: V,,=F,*Ag/2 Vn= 31.08 kips AISC Specification G6 <br /> Vnlf)= 18.61 kips > V= 1.24 kips O.K. <br /> Combined Torsion,Shear, Flexure and Axial Force: AISC Specification HI-lb <br /> Required torsional strength exceeds 20%of design torsional strength. <br /> Use AISC equation 1­13-6= 0.82 < 1.0 O.K. <br />