Laserfiche WebLink
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 /> East-West Load (perpendicular to ridge) <br /> Total lateral load 3840 Ibs 0.6*0.75*W <br /> Torsional moment eccentricity 2.400 ft <br /> Torsional moment 9217 lb-ft <br /> Design shear load 499 plf <br /> North-South Load (parallel to ridge) <br /> Total lateral load 2331 Ibs 0.6*0.75*W <br /> Torsional moment eccentricity 1.500 ft <br /> Torsional moment 3496 lb-ft <br /> Design shear load <br /> West wall 424 plf <br /> max(North wall,South wall) 44 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 512 plf <br /> West wall 565 plf <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 /> a R I R a <br /> Total load 5120 Ibs 0.6*W <br /> Total length of roof L 26 ft <br /> Distributed diaphragm load w 197 plf <br /> Length between shear walls 16.000 ft <br /> Cantilever length a 5.000 ft <br /> Shear at interior-side of building 1576 Ibs <br /> Shear at cantilever side of building 985 Ibs <br /> Length of shear wall 10.000 ft <br /> Diaphragm shear demand 158 plf <br /> Bending moment at support 2462 lb-ft <br /> Bending moment at center 3840 lb-ft <br /> Distance between chords 10.000 ft <br /> Maximum chord force 384 Ibs <br /> 3/3 <br />