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HOANG DAN PHAM, P.E HD ENGINEERING CONSTRUCTION 3/5/2024 <br />GRID-LINE A ALLOWABLE SHEARWALL No. 1 280 plf <br />LATERAL FORCE 631 lbs UNIT SHEAR FORCE 158 plf <br />WALL HEIGHT 8.0 ft <br />WALL WEIGHT 17.0 psf Overturning Moment 5049 lbs-ft <br />Exterior 17.0 psf Resisting Moment 622 lbs-ft <br />Interior 0.0 psf UPLIFT ON SHORTEST PANEL 1107 lbs <br />SUPERIMPOSED DEAD LOAD 13.0 psf <br />Roof+Ceiling 13.0 psf SHEARWALL TYPE 1 <br />Floor 0.0 psf HOLDOWN AT FLOOR <br />Tributary Length 2.5 ft HOLDOWN AT FOUNDATION HDU2 <br />TOTAL SHEARWALL LENGTH 4.0 ft POST AT EACH END 4x4 <br />SHORTEST WALL PANEL 4.0 ft <br />GRID-LINE B ALLOWABLE SHEARWALL No. 1 280 plf <br />LATERAL FORCE 2477 lbs UNIT SHEAR FORCE 248 plf <br />WALL HEIGHT 8.0 ft <br />WALL WEIGHT 17.0 psf Overturning Moment 19815 lbs-ft <br />Exterior 17.0 psf Resisting Moment 3888 lbs-ft <br />Interior 0.0 psf UPLIFT ON SHORTEST PANEL 1593 lbs <br />SUPERIMPOSED DEAD LOAD 13.0 psf <br />Roof+Ceiling 13.0 psf SHEARWALL TYPE 1 <br />Floor 0.0 psf HOLDOWN AT FLOOR <br />Tributary Length 2.5 ft HOLDOWN AT FOUNDATION HDU2 <br />TOTAL SHEARWALL LENGTH 10.0 ft POST AT EACH END 4x4 <br />SHORTEST WALL PANEL 10.0 ft <br />L-10