Answer Posted / jagan_srinivasan2002@yahoo.co.

L=1450 ft
H-6 ft
Area
1450*6=8700sq.ft (or)808.55 sq.M
Block required for one sq.m-12nos
Total qty of block required -9702.6 say-9700 nos
Cement required is
11 to 15 mgs for sq.m (depending upon the ratio )

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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