Laserfiche WebLink
Project: POE Central Marina Fuel Dock By: NAP <br /> IqJff Location: Everett,WA Date: 3 8 2023 <br /> Checked By: <br /> Building Load Calculations Date: <br /> External pressure coefficients Cp <br /> Windward wall 0.800 ASCE Figure 27.3-1 <br /> Leeward wall -0.500 ASCE Figure 27.3-1 <br /> Roof, parallel to ridge,enclosed -1.300 ASCE Figure 27.3-1 <br /> Roof,overhang 0.800 <br /> Windward roof, normal to ridge,enclosed <br /> 20'Case A -0.700 ASCE Figure 27.3-1 <br /> 20'Case B -0.180 ASCE Figure 27.3-1 <br /> 45'Case A 0.000 ASCE Figure 27.3-1 <br /> 45'Case B 0.300 ASCE Figure 27.3-1 <br /> Leeward roof, normal to ridge,enclosed -0.600 ASCE Figure 27.3-1 <br /> Windward roof, perpendicular,open building <br /> Case A -1.200 ASCE Figure 27.3-5 <br /> Case B -0.800 ASCE Figure 27.3-5 <br /> Leeward roof, perpendicular, open building <br /> Case A -1.200 ASCE Figure 27.3-5 <br /> Case B -1.700 ASCE Figure 27.3-5 <br /> Design wind pressures p q[G*abs(Cp)+Gcpi] *conservative <br /> Windward wall 18.512 psf <br /> Leeward wall -13.023 psf <br /> Roof, parallel to ridge,enclosed -27.660 psf <br /> Roof,overhang 18.512 psf <br /> Windward roof, normal to ridge,enclosed <br /> 20'Case A -16.682 psf <br /> 20'Case B -7.168 psf <br /> 45'Case A -3.875 psf <br /> 45'Case B 9.363 psf <br /> Leeward roof, normal to ridge,enclosed -14.852 psf <br /> Windward roof, perpendicular,open building <br /> Case A -25.830 psf <br /> Case B -18.512 psf <br /> Leeward roof, perpendicular, open building <br /> Case A -25.830 psf <br /> Case B -34.979 psf <br /> Wind Loads-C&C <br /> External pressure coefficients GCp <br /> Walls -1.400 ASCE Fig 30.3-1 <br /> Roof* -2.000 ASCE Fig 30.3-2B <br /> Overhang* -2.600 ASCE Fig 30.3-2D <br /> * highest factor for range of roof angles <br /> Wind pressure p =q(GCp-Gcpi) <br /> Walls -34.010 psf <br /> Roof -46.925 psf <br /> Overhang -59.840 psf <br /> 3/3 <br />