Laserfiche WebLink
HOANG DAN PHAM, P.E HD ENGINEERING CONSTRUCTION 3/5/2024 <br />GRID-LINE B ALLOWABLE SHEARWALL No. 1 280 plf <br />LATERAL FORCE 1999 lbs UNIT SHEAR FORCE 250 plf <br />WALL HEIGHT 9.0 ft <br />WALL WEIGHT 8.0 psf Overturning Moment 17994 lbs-ft <br />Exterior 0.0 psf Resisting Moment 1314 lbs-ft <br />Interior 8.0 psf UPLIFT ON SHORTEST PANEL 2085 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 8.0 ft POST AT EACH END 4x4 <br />SHORTEST WALL PANEL 8.0 ft <br />GRID-LINE C ALLOWABLE SHEARWALL No. 1 280 plf <br />LATERAL FORCE 1269 lbs UNIT SHEAR FORCE 212 plf <br />WALL HEIGHT 9.0 ft <br />WALL WEIGHT 8.0 psf Overturning Moment 11425 lbs-ft <br />Exterior 0.0 psf Resisting Moment 720 lbs-ft <br />Interior 8.0 psf UPLIFT ON SHORTEST PANEL 1784 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 />PERCENT FULL-HEIGHT SHEATHING, PFS =1 <br />ADJUSTTED SHEAR CAPACITY 1.00 <br />L-5