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HOANG DAN PHAM, P.E HD ENGINEERING CONSTRUCTION 6/29/2025 <br />For Wind & Seismic Loads <br />GRID-LINE 1 ALLOWABLE SHEARWALL No. 1 280 plf <br />LATERAL FORCE 2063 lbs UNIT SHEAR FORCE 258 plf <br />WALL HEIGHT 9.0 ft <br />WALL WEIGHT 17.0 psf Overturning Moment 18570 lbs-ft <br />Exterior 17.0 psf Resisting Moment 3794 lbs-ft <br />Interior 0.0 psf UPLIFT ON SHORTEST PANEL 1847 lbs <br />SUPERIMPOSED DEAD LOAD 17.0 psf <br />Roof+Ceiling 17.0 psf SHEARWALL TYPE 1 <br />Floor 0.0 psf HOLDOWN AT FLOOR <br />Tributary Length 8.3 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 2626 lbs UNIT SHEAR FORCE 263 plf <br />WALL HEIGHT 9.0 ft <br />WALL WEIGHT 17.0 psf Overturning Moment 23634 lbs-ft <br />Exterior 17.0 psf Resisting Moment 5929 lbs-ft <br />Interior 0.0 psf UPLIFT ON SHORTEST PANEL 1771 lbs <br />SUPERIMPOSED DEAD LOAD 17.0 psf <br />Roof+Ceiling 17.0 psf SHEARWALL TYPE 1 <br />Floor 0.0 psf HOLDOWN AT FLOOR <br />Tributary Length 8.3 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 />PERCENT FULL-HEIGHT SHEATHING, PFS =1 <br />ADJUSTTED SHEAR CAPACITY 1.00 <br />GRID-LINE 3 ALLOWABLE SHEARWALL No. 1 280 plf <br />LATERAL FORCE 563 lbs AJUSTTED SHEARWALLCAPACITY 1 249 plf <br />WALL HEIGHT 9.0 ft UNIT SHEAR FORCE 141 plf <br />WALL WEIGHT 8.0 psf Overturning Moment 5065 lbs-ft <br />Exterior 0.0 psf Resisting Moment 342 lbs-ft <br />Interior 8.0 psf UPLIFT ON SHORTEST PANEL 1181 lbs <br />SUPERIMPOSED DEAD LOAD 17.0 psf <br />Roof+Ceiling 17.0 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 />ASPECT RATIO 2.3 <br />ADJUSTTED SHEAR CAPACITY FACTOR 0.89 <br />L-4 <br />SHEARWALL ANALYSIS - Adu <br />