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HOANG DAN PHAM, P.E HD ENGINEERING CONSTRUCTION 3/5/2024 <br />GRID-LINE 2 ALLOWABLE SHEARWALL No. 1 280 plf <br />LATERAL FORCE 807 lbs UNIT SHEAR FORCE 202 plf <br />WALL HEIGHT 8.0 ft <br />WALL WEIGHT 17.0 psf Overturning Moment 6453 lbs-ft <br />Exterior 17.0 psf Resisting Moment 700 lbs-ft <br />Interior 0.0 psf UPLIFT ON SHORTEST PANEL 1438 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 5.0 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 />PERCENT FULL-HEIGHT SHEATHING, PFS =1 <br />ADJUSTTED SHEAR CAPACITY 1.00 <br />GRID-LINE 4 ALLOWABLE SHEARWALL No. 1 280 plf <br />LATERAL FORCE 854 lbs UNIT SHEAR FORCE 214 plf <br />WALL HEIGHT 8.0 ft <br />WALL WEIGHT 17.0 psf Overturning Moment 6833 lbs-ft <br />Exterior 17.0 psf Resisting Moment 700 lbs-ft <br />Interior 0.0 psf UPLIFT ON SHORTEST PANEL 1533 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 5.0 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 />PERCENT FULL-HEIGHT SHEATHING, PFS =1 <br />ADJUSTTED SHEAR CAPACITY 1.00 <br />GRID-LINE 5 ALLOWABLE SHEARWALL No. 1 280 plf <br />LATERAL FORCE 1058 lbs UNIT SHEAR FORCE 176 plf <br />WALL HEIGHT 8.0 ft <br />WALL WEIGHT 8.0 psf Overturning Moment 8465 lbs-ft <br />Exterior 0.0 psf Resisting Moment 667 lbs-ft <br />Interior 8.0 psf UPLIFT ON SHORTEST PANEL 1300 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 6.0 ft POST AT EACH END 4x4 <br />SHORTEST WALL PANEL 6.0 ft <br />L-9 <br />SHEARWALL ANALYSIS - ADDITION <br />For Wind & Seismic Loads