Answer / deusdedith

M15 1:3:6
M20 1:2:4

Answer / jsm1919

M10-1:4:6. M15-1:2:4. M20-1:1.5:3. M25-1:1:2

Answer / er. vipin kumar

M5 - 1:5:10
M7.5 - 1:4:8
M10 - 1:3:6
M15 - 1:2:4
M20 - 1:1.5:3
M25 - 1:1:2
M30&M40 - DEPEND ON MIX DISIGN
EX- TANUL PROJECTS.

Answer / sandeep s.

m 40, m 45 ?

Answer / nutheeswaran k

M 5 = 1:5:10
M 7.5 = 1:4:8
M 10 = 1:3:6
M 15 = 1:2:4
M 20 = 1:1.5:3
M 25 = 1:1:2
M30 and above Grade cf concrete design mix followed

Answer / manoj chougale

M5 - 1:5:10
M7.5 - 1:4:8
M10 - 1:3:6
M15 - 1:2:4
M20 - 1:1.5:3
M25 - 1:1:2
Above M30 - Design Mix Followed

Answer / smart thiru

M-5- 1:5:10
M-7.5 -1:4:8
M-10 - 1:3:6
M-15 - 1:2:4
M-20 - 1:1.5:3
M-25 -1:1:2
M-30 - M-40 - Design Mix Followed

Answer / sajjad murtaza

M5 - 1:5:10
M7.5 - 1:4:8
M10 - 1:3:6
M15 - 1:2:4
M20 - 1:1.5:3
M25 - 1:1:2
M30,M35,M40 - Design Mix Followed

Answer / farshmos

M10= 1:2:4
M15= 1:3:4
M20= 1:4:8
M25= 1:1.5:3
M30= 1:1:3

Answer / spl manivannan

M 5 - 1:5:10
M7.5 - 1:4:8
M 10 - 1:3:6
M 15 - 1:2:4
M 20 - 1:1.5:3
M 25 - 1:1:2
M30, M35, M40 as per design

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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Laboratory experiments conducted in Mumbai on a particular mix showed a strength of 33 MP a for a fully matured concrete. Find whether formworm can be removed for an identical concrete placed at Jammu at the age of 15 days when the average temperature is 60C. The stripping stress in concrete

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