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Project#: Chase ATM Drive-Thru Clearance Bar REVERENCE <br /> 23091291 Murphys Corner Tekin 1515 132nd St SE,Everett,WA 92802 ENGINEERING <br /> SIGN BUILD <br /> FORCE is PER POLE and reflects distribution per Case B to applicable components <br /> Lh Width Cant. CAB? h z K q, p= Ar F, M° T° M°, M <br /> (ft) (ft) (ft) (ft) (psf) (psf) (sqft) (kip) (k-ft) (k-ft) <br /> 1 8.8333 8.8 4.4167 0.8489 24.429 38.414 4.4 0.2 0.7 0.0 <br /> 2 0.5 5 9.3 9.0833 0.8489 24.429 38.414 2.5 0.1 0.9 0.1 <br /> 3 <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br /> _ 14 <br /> 15 <br /> 16 <br /> 17 <br /> 18 <br /> 19 <br /> 20 <br /> H= 9.3333 ft Overall height check 0.3 1.6 0.1 0.0 0.0 <br /> kip kip-ft kip-ft kip-ft kip-ft <br /> These are intermediate values and may not match <br /> h=Cumulative Height to top of section final values used. <br /> z=Centroid of Section Height <br /> K,=Velocity Pressure Exposure Coefficient [Table 29.3-1] <br /> qn=Velocity Pressure(psf) qz=0.00256*Kd*Kz*Kz,*V2 [Eqn 27.3-1] <br /> p= Design Wind Pressure(psf) p=qn*G*C, [Eqn 29.4-1] <br /> SPLICE(OR SECTION)LOADS <br /> NOTES: <br /> 1 Moments include an additional 10%per 29.4-1 if s/h=1. <br /> 2 Moments and Shears include either 50%split or Distribution Factor in the case of 2 poles <br /> 3 In the case of 2 poles,Torsion is zero. <br /> Splice (ft) Stage (ft) (ft) (psf) (sqft) (kip) (ft) V(kip) M(k-ft) T(k-ft) <br /> 1 <br /> 2 <br /> 4 <br /> BASE 0.266 1.625 0.114 <br /> 3 of 5 <br />