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Project: POE Central Marina Fuel Dock By: NAP <br /> IqJff Location: Everett,WA Date: 3 8 2023 <br /> Checked By: <br /> Attendant Building Wind Analysis Date: <br /> Uplift Parallel to Ridge <br /> Roof <br /> Pressure 27.660 psf <br /> Load 4322 Ibs <br /> Overhang <br /> Pressure 18.512 psf <br /> Load 3702 Ibs <br /> Total 8025 Ibs <br /> Shear Wall Loads(ASD) <br /> Wind loads above are LRFD per ASCE 7-16. Demands below are multiplied by 0.6 for ASD values. <br /> Case graphics are from ASCE Figure 27.3-8. <br /> Case 1 <br /> PWx Pjx <br /> East-West Load (perpendicular to ridge) <br /> Total load 5120 Ibs 0.6*W <br /> Length of resisting wall <br /> North wall 5.000 ft <br /> South wall 7.160 ft <br /> Design shear load (max) 512 plf <br /> North-South Load (parallel to ridge) <br /> Total load 3108 Ibs 0.6*W <br /> Length of resisting wall <br /> West wall 5.500 ft <br /> Design shear load <br /> West wall 565 plf <br /> max(North wall,South wall) 194 plf <br /> Case 2 <br /> MT <br /> 0.75PW.V A75PLx <br /> MT=0.75(Pwx+Ptx)Bsex <br /> ex= t0.15Bx <br /> 2/3 <br />