residential buildings,mixing of concrete,structural,construction material,site handling.1227
what is periode of deshuttering of slab our span length 21m,and width 2.5m grade of concrete M-353 4766
. Write a C program to perform following functions:- a. Declare one integer variable of all the storage classes. b. Print all the variables without assigning any values in tabular format. a. The tabular format must contain the variable name, type, storage class and printed value on the screen in RED color.1207
what should be the deduction for bend in stirrups while calculating cutting length? Is it 1 dia at each bend?5 6730
How to distinguish that the soil is clay, silt, sand & murrum at site. (just by looking at it with out doing the sieve analysis test??3 9671
Which IS Codes used for the steel reinforcement work?12 17825
what is the bend correction for 90 degree of bend in any dia of HYSD steel reinforcement as per IS code ?
please tell me how to convert cubic feet to cubic meter5 25655
deshuttering time for RCC wall & column13 9807
what post do you prefer to work in this company and why do you think you can serve better in such position?
how many digree of freedom in four bar chain
What is semirigid connections?
whaat is blister in box girder bridge and what is its function..
How much qty of stone ; sand; cement in R/R stone masonry of 136 CUM
For Granite Flooring,For Cement Slurry purpose which one is effective of cost control whether OPC or PPC or White cement?
WHAT IS THE % OF CONCRETE WASTAGES PERMITED IN A LARGE PROJECT ? AND WHICH IS CODE TO BE REFERED.
which is the cheapest type of flooring (say for using for 6 months in a factory building & dismantling it)?
What are the alternate material for steel, Sand and aggregate
how much to get of BRC lapping in full yield and half yield ?
what is the use if we fixed butterfly ties in column and masonry work joint?....where we have to fix(distance)..
Define unit atmospheric pressure? Difference between gauge pressure, absolute pressure?
in one hour , one 200 excavator , how much quantity (mcube)can load ? soil is not hard not soft
I have a slab of 20cm thickness of 20m by 4m in wich we are installing 15 tons electric panels , and we have put 4 H-shaped columns under the slab but we have done many cores in the slab which seems very normal , can you help me by telling me how to calculate the bearing capacity of the slab or give me an idea if i should increase more columns Note: load distribution area 12*1.5 m2
what is column foundation