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PROJECT : PAGE : <br />CLIENT : DESIGN BY : <br />JOB NO. : DATE : REVIEW BY : <br />INPUT DATA <br />TOTAL SHEAR FORCE (ASD) Fp = 0.907 kips <br />NUMBER OF SEGMENTS n = 8 <br />Segment 1 2 3 4 5 6 7 8 <br />Length, ft 14.25 3 3.25 3 2.5 3 4 7 <br />Shear Wall ? No No No No No no yes No <br />ANALYSIS <br />TOTAL DRAG LENGTH Ldrag = 40 ft <br />TOTAL SHEAR WALL LENGTH Lwall = 4 ft <br />DIAPHRAGM SHEAR STRESS vdiaphragm = Fp / vdrag = 23 plf <br />SHEAR WALL SHEAR STRESS vshear wall = Fp / vwall = 227 plf <br />Section Point 0 1 2 3 4 5 6 7 8 <br />Distance, ft 0 14.25 17.25 20.5 23.5 26 29 33 40 <br />Axial Force 0 -0.32 -0.39 -0.46 -0.53 -0.59 -0.66 0.16 0.00 <br />DRAG / COLLECTOR FORCE DIAGRAM <br />SHEAR WALL & DRAG ELEVATION <br />Drag / Collector Force Diagram Generator <br />SANTA ANA DETACHED ADU <br />24012 <br />-0.7 <br />-0.6 <br />-0.5 <br />-0.4 <br />-0.3 <br />-0.2 <br />-0.1 <br />0 <br />0.1 <br />0.2 <br />Dr <br />a <br />g <br /> <br />A <br />x <br />i <br />a <br />l <br /> <br />F <br />o <br />r <br />c <br />e <br />, <br /> <br />k <br />i <br />p <br />s <br />Distance, ft <br />Page 37