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(cont'd) <br />CASE A CASE B CASE A CASE B CASE A CASE B CASE A CASE B <br />Horizontal force / base shear H ki s -0.13 -0.38 -0.63 -0.63 0.59 0.22 -0.43 -0.09 <br />Vertical download force V ki s 0.00 0.00 0.00 0.00 7.09 2.63 0.00 0.00 <br />Vertical u lift force V ki s 1.61 4.54 7.56 7.56 0.00 0.00 5.17 1.04 <br />Bending moment at centroid of base M (ft-kips) 5.84652 16.7507 27.68269 27.77736 26.0062 9.687525 -18.888 -3.76321 <br />Component and Cladding Elements <br />p = qh G CN <br />where:CN = net force coefficients. <br />a = Max[ Min( 0.1L , 0.1B , 0.4h ) , 0.04L , 0.04B , 3ft ] ,= 3.0 ft <br />For effective area, 10 sq.ft. as given <br />CN 2.88 -3.80 2.18 -1.95 1.45 -1.29 1.37 -4.47 1.05 -2.31 0.69 -1.52 <br />p (psf)54.81 -72.30 41.49 -37.17 27.66 -24.55 26.04 -85.03 20.05 -43.91 13.14 -28.87 <br />ZONE 1 ZONE 3 ZONE 2 <br />CLEAR FLOW OBSTRUCTED OBSTRUCTEDCLEAR FLOW <br />CLEAR WIND FLOW OBSTRUCTED WIND FLOW <br />ZONE 1ZONE 3 ZONE 2 <br />WIND TO BOTTOM,  = 0o WIND TO TOP,  = 180o <br />14