What is semirigid connections?
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What is the correct position of lapping splice of reinforcement steel bars in a beam at top & bottom of the beam?? what is the reason for this location?..what are the factors affecting lapping location in beam?
Which concrete grade and cement/water ratio is the best?
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Discuss some applications of modular elasticity?
How should we design a brick column and footing?(note: no reiforcement to be provided) Can you tell me any reference book where i could possibly find this design? Plz help urgently
How to get MEP technical,instaaltion & testing data for interview?
Soil will be infertile , When PH value of water will be A] 11 B] 10 C] 9.5
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state and explain in Water absorption of brick
what is the proportion of M25 geade cincrete.?
) Design a gussetted base for a column section consisting of one sc 250 with two cover plates 300 x 25 mm carrying an axial load of 2500 KN. The S.B.C. of soil is 250 KN/m2 and the permissible bearing pressure on concrete is 4000 KN.
Required amount of Steel bars, cement/ square feet for roofing of residential building upto 3rd floor.
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