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WIND LOADING ANALYSIS - Main Wind-Force Resisting System <br />Per ASCE 7-16 Code for Enclosed or Partially Enclosed Buildings <br />Using Method 2: Analytical Procedure (Section 6.5) for Buildings of Any Height <br />Job Name:Subject: <br />Job Number:Originator:Checker: <br />Roof Pitch =4.00 <br />ASD Load Factor:0.6 <br />Level <br />Story Height <br />(ft) <br />Windward <br />Wall <br />(PWW ) <br />Leeward <br />Wall (P LW) <br />Windward <br />Roof1 <br />(Normal) <br />(PWR) <br />Windward <br />Roof2,3 <br />(Horiz.) <br />(PWR) <br />Leeward <br />Roof1 <br />(Normal) <br />(PLR) <br />Leeward <br />Roof2,3 <br />(Horiz.) <br />(PLR) <br />Roof 14.30 11.53 -8.11 -8.09 0.000 -8.90 -4.80 <br />1. Normal - normal to roof surface <br />2. Horiz. - Horizontal projection <br />3. Per Code Section 27.1.5, the minimum wind load for MWFRS shall not be less than 8 psf on roof areas horizontal projection. <br />SW-1 <br />Level Total <br />(lbs) <br />10 psf min <br />(lbs) <br />Control <br />(lbs) <br />Roof 83.0 957.2 83.0 -673.4 12.0 0.0 12.0 -57.6 1688.2 950.0 1688.2 1688.2 <br />SW-2 <br />Level Total <br />(lbs) <br />10 psf min <br />(lbs) <br />Control <br />(lbs) <br />Roof 83.0 957.2 83.0 -673.4 12.0 0.0 12.0 -57.6 1688.2 950.0 1688.2 1688.2 <br />SW-A <br />Level Total <br />(lbs) <br />10 psf min <br />(lbs) <br />Control <br />(lbs) <br />Roof 99.0 1141.8 99.0 -803.2 101.0 0.0 101.0 -484.8 2429.8 2000.0 2429.8 2429.8 <br />SW-B <br />Level Total <br />(lbs) <br />10 psf min <br />(lbs) <br />Control <br />(lbs) <br />Roof 99.0 1141.8 99.0 -803.2 101.0 0.0 101.0 -484.8 2429.8 2000.0 2429.8 2429.8 <br />Wind Pressure (psf) <br />Windward Wall Leeward Wall Windward Roof Leeward Roof Wind Forces <br />Trib. Roof <br />Area (ft2) <br />Wind Forces <br />(lbs) <br />Story Forces Story Shear <br />(lbs) <br />Windward Wall Leeward Wall Windward Roof Leeward Roof Wind Forces <br />Trib. Wall <br />Area (ft2) <br />Wind Forces <br />(lbs) <br />Trib. Wall <br />Area (ft2) <br />Wind Forces <br />(lbs) <br />Trib. Roof <br />Area (ft2) <br />Wind <br />Forces (lbs) <br />Trib. Roof <br />Area (ft2) <br />Wind Forces <br />(lbs) <br />Story Forces Story Shear <br />(lbs) <br />Trib. Wall <br />Area (ft2) <br />Wind Forces <br />(lbs) <br />Trib. Wall <br />Area (ft2) <br />Wind Forces <br />(lbs) <br />Trib. Roof <br />Area (ft2) <br />Wind <br />Forces (lbs) <br />Windward Wall Leeward Wall Windward Roof Leeward Roof Wind Forces <br />Trib. Roof <br />Area (ft2) <br />Wind Forces <br />(lbs) <br />Story Forces Story Shear <br />(lbs) <br />Windward Wall Leeward Wall Windward Roof Leeward Roof Wind Forces <br />Trib. Wall <br />Area (ft2) <br />Wind Forces <br />(lbs) <br />Trib. Wall <br />Area (ft2) <br />Wind Forces <br />(lbs) <br />Trib. Roof <br />Area (ft2) <br />Wind <br />Forces (lbs) <br />Trib. Roof <br />Area (ft2) <br />Wind Forces <br />(lbs) <br />Story Forces Story Shear <br />(lbs) <br />Trib. Wall <br />Area (ft2) <br />Wind Forces <br />(lbs) <br />Trib. Wall <br />Area (ft2) <br />Wind Forces <br />(lbs) <br />Trib. Roof <br />Area (ft2) <br />Wind <br />Forces (lbs)