What is labour ratio for construction of residential buildings1 3129
what is the measure of slump9 6333
what is bulkage4 8361
What is the ratio of materials used for M10, M15, M20 & M25 grades of concrete? Also specify the quantity of water used in each grade & how to calculate it?
what is derating factor in cable? what does it mean if derating factor is high/low in terms of thermal resistivity of soil?1127
What is the density of 1:1.5 (Cement:sand) ratio in plaster? And Conversion in 12.5 mm thickness per square meter? Howmany Kg of Cement square meter in ratio of 1:1.5?1989
what is the difference between onw way slab & two way slab?4 20210
What is the thickness of slab for 600 sq each) 2 slab construction. What should be the size of steel rod?
Is there the dry coefficient of cement is constant?
sir I got selected in rail vikas nigam limited and they call for interview but i don't what they will ask in interview please guide me if you have any experience
How you read 5x3x1 #4 @ 20" 0/C in steel structure?
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which is the cheapest type of flooring (say for using for 6 months in a factory building & dismantling it)?
Why M15 is replaced by M20 when ammendment are made in IS456 in 2000?
How to do base isolation for RC framed structure using ETABS software?
What is difference between limit state and working stress method? How it is applies in building structure.
how to balance aggregate during mix design of concrete???? how to calculate moisture content like C/A,F/A and how many percentage using ice instead of water for example of we are preparing ice concrete??????
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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.
In foundation design, while we do the base pressure check, we normally check if the attained pressure value is less than the GROSS BEARING CAPACITY of the soil which is the sum of net bearing capacity of soil and the overburden pressure. Actually, the overburden pressure acts against the net bearing capacity of the soil and I feel that we are actually increasing the bearing capacity value and doing the check. I feel that this is NOT right. Please clarify on this.
20mm thick sand face plaster on walls consisting of 12 mm the backing coat of c.m.(1:3)and 8mm thick finished coat of c.m.(1:1)including scaffolding, watering, finishing etc complete please calculator with methyl et et r u
what is the coefficient for running feet to cft coversion both area and price