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WRIGHT <br /> Design Wind Loads Ef� rn g i In <br /> e e m $ <br /> Solid Freestanding Walls and Solid Signs [CASE A ONLY] <br /> (N) Menuboard <br /> DESCRIPTION: Taco Bell Project No. 230102-161 <br /> Everett,WA <br /> BASIC WIND SPEED(MPH): 110 KZt: 1.00 <br /> EXPOSURE: C Kd: 0.85 <br /> No.OF SIGN SEGMENTS: 3 G: 0.85 <br /> LOC. B(ft) S(ft) h (ft) Af(ft) yBAR(ft) KZ qZ Cf F(K) M (K-FT) <br /> A 5.04 4.94 6.54 24.92 4.07 0.85 22.38 1.65 0.782 3.180 <br /> B 2.21 1.09 1.59 2.41 1.05 0.85 22.38 1.70 0.078 0.082 <br /> C 1.08 0.50 0.50 0.54 0.25 0.85 22.38 1.50 0.015 0.004 <br /> TOTAL: 0.875 3.265 <br /> yBAR(FT) : 3.730 <br /> LRFD F„(k): 0.8754 LRFD M„(k-ft): 3.27 <br /> ASD F„(k): 0.5252 ASD M„(k-ft): 1.959051 <br /> Splice Locations: <br /> Splice EI (ft) M (k-ft) <br /> 1 0.00 3.27 <br /> 2 0.50 2.83 <br /> 3 0.00 3.27 "EXISTING MENUBOARD DEMAND LOADS: TOTAL: 1.451 5.067 <br /> 4 0.00 3.27 DEMAND LOADS AT(N)MENUBOARD ARE LESS THAN THE EXISTING MENUBOARD, <br /> THEREFORE THE EXISTING FOUNDATION AND ANCHOR BOLTS SUPPORTING THE(N) <br /> MENUBOARD ARE OK BY INSPECTION. <br /> TACO BELL SC1230102-161 C2 <br /> PROJECT: No: SHEET: <br />