HOW WE WILL CALCULATE QTY. OF CEMENT,SAND & AGGREGATE (10MM&20MM) IN Kg.4 14452
wat is the optimum mix design for M25 grade of concrete ? is the ratio 1:1.5:3.65 correct?
How to calculate cement qty of M10, m20, m25 ? I got the formula but I lost it.3 38758
Cement Co-eff. in block 1:6, brick1:4 work?2 4327
how to calculate the density for high density concrete ? or is it same as the density of RC?986
How to check percentage of bulkage of sand in RCC?4 19151
IS sobha developers ,bangalore an good place to work for the freshers5 5298
What is geographic meridian?1 3615
What is the significance of cost estimate knowledge for an architect?
How to find out slope footing concrete
what is a well
To pcc 11 ft x 24 ft .How many bags of cement, sand and aggregate required? And for roofing how many cgi sheets required?
Design a built-up column carrying an axial load of 1200 KN. Its length is 8m and it is effectively held in position at both ends and restrained against rotation at one end. Assume yield stress of 250 mpa
resins are not soluble in water soluble in spirit used in varnish left behind on evoporation of oil
What are the govt approvals required for starting of power project. means from initial site grading and excavation work.exm. blasting in hard rock, deep excavation, cut off trees from site.
I need to do a Compressive Strength Test for a specimen made of Rubber. Before doing the Test on the Machine, I need to have an idea of the Minimum and Maximum Compressive Strength or Yield Strength of the specimen. How can I calculate that?
hi guys what happens if you are absent for a supplymentry exam?
What do you mean by the word 'shear'?
in levelling operation the first site on any change point is back site the second site on any change point is fore site the line commenses with fore sight & closes with backsight the line comensses with back sight & closes with fore sigh
Can anyone suggest how to determine scheduling of reinforcement of floor beams from Staad model,other than clicking each beam respectively 7 noting down the values ?
in design case of structural member best suitrable percentage of steel limit is what
give me the rate analysis for Bituminous Macadam and SDBC
afe or not