Why we use Reinforcement out side of the column not in centre
Answer Posted / chetan arora
because columns are designed for minimum eccentricity to resist bending moment also in addition to compresive forces only..
| Is This Answer Correct ? | 4 Yes | 0 No |
Post New Answer View All Answers
If we don't have drawing for Excavation of building,At what rule we will go for excavation and how much depth will go for a villa?
how to find the cement bags and sand requirements for the one square meter of internal,external,ceiling plastering by using the various ratios like 1:3,1:4,1:5,1:6
how many spacers we need for 1 ton reinforcement? aprox.
Explain what is 1/8 on the architect ruler denotes?
How to calculate brick work quantity?? Block work quantity??
i have span of 6m x 4m how do i calculate the reinforcement of steel i needed and to at what distance and also the thickness of slab. looking forward thank you RAVI
how many sqft or cft of work done by a mason per day in all works such as brick,block,concrete,shuttering carpenter,reinforcement fabricator,painter,door window carpenter.....everything thank you
Can anyone suggest how to determine scheduling of reinforcement of floor beams from Staad model,other than clicking each beam respectively 7 noting down the values ?
how find the cut length of tringular ring and any formula find out the quantity of circular brick work
How to design 12*12*14 room having rrc slab ,coloum, beam,foundation?
What is the crank length in the slab?
how many men days of loburs and masons are requirete for 1 cum,pcc (1:2:4),Pcc(1:3:6) and Pcc(1:4:8) thanking you
how to absorb to site basic corrections? which are the important correction?
what is the use of beam end forces while using a staad ? wha they are show
what r the precaution for high in atp tempareture,low in atp tempareture