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Wind Loading Continued… <br />Main Wind Force Resisting Systems (Longitudinal Wind Direction) <br />Applicable Roof Slope Angle = <br />a = 3.00 ft. <br />Longitudinal Wind Direction <br />Item W5B W5F W6B W6F W7B W7F W8B W8F <br />C1:-0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 <br />Load, (psf)-8.46 -8.46 -8.46 -8.46 -8.46 -8.46 -8.46 -8.46 <br />C2:-0.68 -0.26 0.68 0.26 -1.02 -0.51 0.43 0.26 <br />Load, (psf)-7.67 -2.88 7.67 2.88 -11.51 -5.76 4.80 2.88 <br />C3:-0.68 -0.26 0.68 0.26 -1.02 -0.51 0.43 0.26 <br />Wind W5B W5F Load, (psf)-7.67 -2.88 7.67 2.88 -11.51 -5.76 4.80 2.88 <br />W7B W7F C4:-0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 <br />Load, (psf)-8.46 -8.46 -8.46 -8.46 -8.46 -8.46 -8.46 -8.46 <br />C1E:-------------------------------- <br />Load, (psf)-------------------------------- <br />C2E:-------------------------------- <br />Load, (psf)-------------------------------- <br />C3E:-------------------------------- <br />Load, (psf)-------------------------------- <br />Wind W6B W6F C4E:-------------------------------- <br />W8B W8F Load, (psf)-------------------------------- <br />W5B &W5F &W6B &W6F & <br />Item W7B W7F W8B W8F <br />C5:1.08 -0.78 1.08 -0.78 <br />Load, (psf)12.14 -8.80 12.14 -8.80 <br />C6:-0.78 1.08 -0.78 1.08 <br />Load, (psf)-8.80 12.14 -8.80 12.14 <br />C5E:1.64 -1.16 1.64 -1.16 <br />Load, (psf)18.52 -13.05 18.52 -13.05 <br />C6E:-1.16 1.64 -1.16 1.64 <br />Load, (psf)-13.05 18.52 -13.05 18.52 <br />Longitudinal Force Resisted by Bracing:8.46 kips <br />Total Longitudinal Net Pressure Applied to Building:23.72 psf <br />Total Longitudinal Force Applied to Building:8.46 kips <br />End-Wall Pressure Coefficients <br />7.45 deg <br />InternalSuction <br />Wind D <br />i <br />r <br />e <br />c <br />t <br />i <br />o <br />n <br />InternalPressure <br />Wind D <br />i <br />r <br />e <br />c <br />t <br />i <br />o <br />n <br />18 1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024