Laserfiche WebLink
Project: POE Central Marina Fuel Dock By: NAP <br /> IqJff Location: Everett,WA Date: 4/11/2023 <br /> Checked By: <br /> Vending Shelter Wind Analysis Date: <br /> North-South Load (parallel to ridge) <br /> Total load 2818 Ibs 0.6*W <br /> Length of resisting wall <br /> West wall 14.670 ft <br /> Design shear load <br /> West wall 192 plf <br /> max(North wall,South wall) 58 plf <br /> Case 2 <br /> +D <br /> Af r <br /> a75P µX a 75PLX <br /> Mr=0.75(PWX+PLdArea. <br /> ex= +0.15 B, <br /> East-West Load (perpendicular to ridge) <br /> Total lateral load 2095 Ibs 0.6*0.75*W <br /> Torsional moment eccentricity 4.226 ft <br /> Torsional moment 8854 lb-ft <br /> Design shear load 181 plf <br /> North-South Load (parallel to ridge) <br /> Total lateral load 2113 Ibs 0.6*0.75*W <br /> Torsional moment eccentricity 1.050 ft <br /> Torsional moment 2219 lb-ft <br /> Design shear load <br /> West wall 144 plf <br /> max(North wall,South wall) 13 plf <br /> Based on the geometry of the building and shear walls,Case 3 and Case 4 will not control by inspection. <br /> Maximum design shear load (ASD) <br /> North &South walls 181 plf <br /> West wall 192 plf <br /> 3/4 <br />