丈 a RESIS ANCEAR X() ASSUME NO RESISTANCE TO 2>LOAD X LOAD x CENTER OF SHEA RESISTANCE -e- LOAD LOAD Fig.7-5 c d Different shear wall layouts LOAD x a- LOAD X considering to LOADY LOAD against possible (e) torsion LOAD￥ LOADX 2222☑-- LOADy LOAD (h) LOAD x LOAD>Fig. 7-5 Different shear wall layouts considering to against possible torsion