Interested to Buy Any Domain ? << Click Here >> for more details...
How much overlaping required for welding the
reinforcement bars in Columns & beams
- 6 Answers
- 11127 Views
- I also Faced
- E-Mail Answers
Post New Answer View All Answers
in a corner footing of a building, column lies in one corner. in this condition i want to know if the reactive pressure of soil will be uniformly distributed throughout the footing or will be uniformly varying as in the case of eccentrical loading.
how to compute slab reinforcements on step by step procedures??
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?
what will be price of 1:2:4pcc per kg?
what is the minimum reinforcement provided in beams,footings,slabs? what is the minimum soil bearing capacity to design a multistorey building
what are the changes in concrete pour height as per IS 456, 2009?
What is the ideal size of the living room ranges from small to large size?
Describe Briefly The Various Methods Of Concrete Curing?
how statics is different from dynamics
How to calculate ventonite bag in pile ( pile depth 25 m dia 1m)
In a beam,stirrups are placed closely at ends than at centre due to shear.similarly where would ties be closer to each other-at center or at ends in a column and slab.
if i have to draw bending moment diagram of 4 way continous span then how to create it and how to find reaction?
What is the diameter of the 3"inch nails?
how to calculate the strength of rebound hammer test reading in building construction ?
Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No. Loading Axial force Moment Shear 1 DL+LL 1950 600 20 2 Seismic load 250 4800 700
