Does degree of bend of rebars has any effect on strength of the member?
For example- if a beam is designed with 45 degree bent up bar with respect to architechtural needs and is not 45 in practical so will there be any reduction in the strength of member?
1) why bent up are provided at l/4 or l/5 distance not at
l/8or l/10? 2) why extras are provided in beams at top and
why upto 0.3l distance max.? 3) why chairs are provided in
two way slab?
How much cement is require in one sqft area in a G+3 residential construction.
In cement making,what is meaning of blend,fineness,density.
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
Wat is meant by Aecron brick?
In how many types u can do POP on ceiling and walls(on
which material or by using which material)? b) what is the
difference between dry , oil bound, enamel, acrlyic type of
how many spacers we need for 1 ton reinforcement? aprox.
Calculation of Pier Cap with tapper area?
In csae of hume pipes NP stands for Non Pressure bur what
does it really mean?
what post do you prefer to work in this company and why do you
think you can serve better in such position?
how is the reinforcement is distributed in triangular slab
what is the theoritical percentage of concrete cubes
testing per day?
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
explain what do you mean by the property development.