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HOANG DAN PHAM, P.E HD ENGINEERING CONSTRUCTION 3/5/2024 <br />SHEARWALL ANALYSIS - ADU <br />For Wind & Seismic Loads <br />GRID-LINE 1 ALLOWABLE SHEARWALL No. 1 280 plf <br />LATERAL FORCE 2089 lbs UNIT SHEAR FORCE 261 plf <br />WALL HEIGHT 9.0 ft <br />WALL WEIGHT 17.0 psf Overturning Moment 18803 lbs-ft <br />Exterior 17.0 psf Resisting Moment 3197 lbs-ft <br />Interior 0.0 psf UPLIFT ON SHORTEST PANEL 1951 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 6.0 ft HOLDOWN AT FOUNDATION HDU2 <br />TOTAL SHEARWALL LENGTH 8.0 ft POST AT EACH END 4X4 <br />SHORTEST WALL PANEL 8.0 ft <br />PERCENT FULL-HEIGHT SHEATHING, PFS =1 <br />ADJUSTTED SHEAR CAPACITY 1.00 <br />GRID-LINE 2 ALLOWABLE SHEARWALL No. 1 280 plf <br />LATERAL FORCE 1983 lbs UNIT SHEAR FORCE 248 plf <br />WALL HEIGHT 9.0 ft <br />WALL WEIGHT 8.0 psf Overturning Moment 17851 lbs-ft <br />Exterior 0.0 psf Resisting Moment 1901 lbs-ft <br />Interior 8.0 psf UPLIFT ON SHORTEST PANEL 1994 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 6.0 ft HOLDOWN AT FOUNDATION HDU2 <br />TOTAL SHEARWALL LENGTH 8.0 ft POST AT EACH END 4X4 <br />SHORTEST WALL PANEL 8.0 ft <br />PERCENT FULL-HEIGHT SHEATHING, PFS =1 <br />ADJUSTTED SHEAR CAPACITY 1.00 <br />GRID-LINE A ALLOWABLE SHEARWALL No. 1 280 plf <br />LATERAL FORCE 804 lbs UNIT SHEAR FORCE 201 plf <br />WALL HEIGHT 9.0 ft <br />WALL WEIGHT 17.0 psf Overturning Moment 7236 lbs-ft <br />Exterior 17.0 psf Resisting Moment 653 lbs-ft <br />Interior 0.0 psf UPLIFT ON SHORTEST PANEL 1646 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 1.3 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 />L-4