Design a shear wall of length 4.20 m and thickness of 250mm subjected
to the following
forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall
with central part
3440mm x 250mm and two 380mm x 760mm strong bands at each end with
following loading.




S.No.       Loading        Axial force      Moment     Shear




1               DL+LL          1950              600            20








2           Seismic load       250              4800          700


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