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
S.No. Loading Axial force Moment Shear
1 DL+LL 1950 600 20
2 Seismic load 250 4800 700
I want to know the relevant IS codes of practice which deals
with different testings of cement-sand mortar (nominal
mix)that is being normally used for brick work or plaster
work in the construction work.
how to calculate MR 9(derivation)
1) why bent up are provided at l/4 or l/5 distance not at
l/8or l/10? 2) why extras are provided in beams at top and
why upto 0.3l distance max.? 3) why chairs are provided in
two way slab?
define the strength
What is the maximum crushing load in Kg & crushing strength
in N/mm2 for M25 & M 15 Grade concrete
what is diversion?
What is meaning of FREE STANDING STAIRCASE ?
pls tell me , what is the water content
what is the difference between tsp & tower
how to find hardness of water?why it should be determined?