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Skid at V4 Cabinet <br />W =6.2 ft D =4.3 ft <br />H =0.8 ft <br />5.2 ft2 3.5 ft2 <br />(ASCE 7-10, 29.5-1 / ASCE 7-16 & 22, 29.4-1) <br />where, G =0.85 <br />where, Cf =force coefficient (ASCE 7-10, Fig. 29.5-1 / ASCE 7-16 & 22, Fig. 29.4-1) <br />=1.29 <br />α <br />15.00 ft <br />900 ft <br />α =9.5 <br />0.85 <br />=1.0 <br />Kd =0.9 <br />Threfore, 25.0 psf <br />Threfore, 27.3 psf <br />141 lbs <br />732