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HOANG DAN PHAM, P.E HD ENGINEERING CONSTRUCTION 6/29/2025 <br />GRID-LINE A ALLOWABLE SHEARWALL No. 1 280 plf <br />LATERAL FORCE 1313 lbs UNIT SHEAR FORCE 219 plf <br />WALL HEIGHT 9.0 ft <br />WALL WEIGHT 17.0 psf Overturning Moment 11817 lbs-ft <br />Exterior 17.0 psf Resisting Moment 2410 lbs-ft <br />Interior 0.0 psf UPLIFT ON SHORTEST PANEL 1568 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 11.3 ft HOLDOWN AT FOUNDATION HDU2 <br />TOTAL SHEARWALL LENGTH 6.0 ft POST AT EACH END 4x4 <br />SHORTEST WALL PANEL 6.0 ft <br />GRID-LINE B ALLOWABLE SHEARWALL No. 1 280 plf <br />LATERAL FORCE 2751 lbs UNIT SHEAR FORCE 229 plf <br />WALL HEIGHT 9.0 ft <br />WALL WEIGHT 8.0 psf Overturning Moment 24760 lbs-ft <br />Exterior 0.0 psf Resisting Moment 3049 lbs-ft <br />Interior 8.0 psf UPLIFT ON SHORTEST PANEL 1809 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 12.0 ft POST AT EACH END 4X4 <br />SHORTEST WALL PANEL 12.0 ft <br />PERCENT FULL-HEIGHT SHEATHING, PFS =1 <br />ADJUSTTED SHEAR CAPACITY 1.00 <br />GRID-LINE C ALLOWABLE SHEARWALL No. 1 280 plf <br />LATERAL FORCE 1188 lbs UNIT SHEAR FORCE 198 plf <br />WALL HEIGHT 9.0 ft <br />WALL WEIGHT 17.0 psf Overturning Moment 10692 lbs-ft <br />Exterior 17.0 psf Resisting Moment 1418 lbs-ft <br />Interior 0.0 psf UPLIFT ON SHORTEST PANEL 1546 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 6.0 ft POST AT EACH END 4X4 <br />SHORTEST WALL PANEL 6.0 ft <br />ASPECT RATIO N/A <br />ADJUSTTED SHEAR CAPACITY FACTOR N/A <br />L-5 <br />