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(cont'd) <br />DETERMINE HORIZONTAL WIND LOAD OF COLUMNS AND EAVE <br />Fcol & eave = pcol & eave Acol & eave =0.97 kips <br />where: pcol & eave = horizontal wind pressure =14.04 psf <br />Acol & eave = horizontal projected area of columns and eave = 68.8 ft2 <br />Mcol & eave =6.6 ft-kips <br />Component and Cladding Elements of Roof (Sec. 30.8.2) <br />p = qh G CN <br />where:CN = net force coefficients. (Fig. 30.8-2, page 252) <br />a = Max[ Min( 0.1L , 0.1B , 0.4h ) , 0.04L , 0.04B , 3ft ] , (Fig. 30.8-2, footnote 6)=3.0 ft <br />For effective area, 50 sq.ft. as given <br />CN 1.76 -1.62 1.76 -1.62 1.15 -1.05 0.80 -2.25 0.80 -2.25 0.50 -1.51 <br />p (psf)21.00 -19.36 21.00 -19.36 13.67 -12.58 9.49 -26.87 9.49 -26.87 5.97 -18.00 <br />CLEAR WIND FLOW OBSTRUCTED WIND FLOW <br />ZONE 3 ZONE 2 ZONE 1 ZONE 3 ZONE 2 ZONE 1 <br />q q  <br />Page 9 of 26 <br />1401 S Lowell St <br />11/13/2024