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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 /> Diaphragm Loads(ASD) <br /> Based on the building geometry,the maximum diaphragm shear will occur under wind loads in the East-West direction by <br /> inspection. <br /> CASE 19. W_ <br /> 0 0 <br /> R� L RZ <br /> Total load 2794 Ibs 0.6*W <br /> Total length of roof L 18.67 ft <br /> Distributed diaphragm load w 150 plf <br /> Length between shear walls 14.670 ft <br /> Cantilever length a 2.000 ft <br /> Shear at interior-side of building 1098 Ibs <br /> Shear at cantilever side of building 299 Ibs <br /> Length of shear wall 7.000 ft <br /> Diaphragm shear demand 157 plf <br /> Bending moment at support 299 lb-ft <br /> Bending moment at center 3726 lb-ft <br /> Distance between chords 7.000 ft <br /> Maximum chord force 532 Ibs <br /> 4/4 <br />