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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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