- Open Web Bar Joists 2 0 O C 50 10 C M U Shear Wall D 10 20 20 10 10 C M U Shear Wall E Collector Typical 12 C M 1 (32.79 KiB) Viewed 22 times
1) a) Calculate the shear force at each shear wall for a lateral wind load of 34 psf in the E-W direction
only. Use the wall height shown in Figure 2.
b) Calculate the shear force in the collector connecting shear wall D to shear wall E.
Open-web bar joists @2-0"O.C. 50 10° C.M.U. Shear wall D 10' 20 20 10 10° C.M.U. Shear wall E Collector typical 12* C.M.U. 20 34 psf Shear wall Bl 12" C.M.U. 20' Shear walla! 20 10' Shear wall 10° C.M.U. SectA 100 Plan view of masonry shear wall building with flexible roof diaphragm. (Figure 1) 1) a) Calculate the shear force at each shear wall for a lateral wind load of 34 psf in the E-W direction only. Use the wall height shown in Figure 2. b) Calculate the shear force in the collector connecting shear wall D to shear wall E.