How calculate the water for 1m3 concrete6 10233
How to calculate the sand and aggregate in concrete1 5011
Why chairs are provided at slab?3 7077
HOW TO CLACULATE CEMENT AND SAND CONSUMPTION FOR THE STAIRCASE KOTA FLOORING IN THE RATIO OF 1:4 50 MM THICKNESS2802
How to calculate material requirement for 230mm thick, 1 sq.m brick masonry?4 7729
What material should be used for casting the beam-column junction if beams and columns are of different grades?? For example concrete in beams and Columns is M20 and M25 respectively.1 1700
explain the difference between short column and long column1 1691
i've iocl interview.. if you know the interview process please give me information..
What is a Balance Sheet & Profit & Loss Account?
What is distributed or remote presentation?
pl tell me 3/4 gaps peculiar to any one industry with there solution plz its very urgent
why do u want to leave the last organization ?
What is the starvation procedure for HAEC and HVSMCs culture ?
we have 3 single phase transformers. how will we generate 6 supply from 3 phase supply input
I need BHEL apptitude questions
Hi I need real time senarios and how to explain project in the interview pls let me know my email id email@example.com.Please help me out with this pls pls pls firstname.lastname@example.org
What is the tag property useful for?
what is the difference between nonatomic & atomic ? which is thread safe and why
How to apply 'c' license and also explain what is difference between 'c' and 'b'license.i am also working in one of the private company.i have finished my diploma in 2014 .i have already finished in ITI electrician course.....
write a c++ program to create class student having datamember name,Roll_no,age,and branch intilcization all the member using constructor print the all the details on the screen.
) 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.