Why we use Reinforcement out side of the column not in centre
Answers were Sorted based on User's Feedback
Answer / sridhar gopisetty
IF LOAD IS ACTING AT ECCENTRICITY POINT.THERE WILL BE CHANCE OF TENSION AWAY FROM CENTRE .CONCRETE IS GOOD AT COMPRESSION AND MILD STEEL IS GOOD AT TENSION.SO WE CAN PLACE REINFORCEMENT WHERE TENSION ACTS.
Is This Answer Correct ? | 7 Yes | 0 No |
Answer / 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 |
Answer / nisar ahmed khan
this is because, column are designed to resist the compressive stresses and if it has been subjected to eccentric loading there will tension produce at the outer fibers so reinforcement are applied at the sides. moreover if it long columns the bending produce will induces tension in the external fibers and that's why . . .
Is This Answer Correct ? | 2 Yes | 0 No |
Answer / sajjad ashraf khan.akola mahr
the reinfrcement exit a cshear force & concrete exit a
compressive force
Is This Answer Correct ? | 2 Yes | 5 No |
what is meant by MIS report
cement constant for brick works
HOW CAN I CALCULATE BENTUP BAR'S INCLIND DISTANCE ?
Difference b/w tor steel or tmt bar
does the compressive strength of brick be more then 3.5 n/mm2 or 5 n/mm2?
What is missing report and how to prepare
What is the diff between cad & cadd?
one steel fixers how much ton steel fabrication he will do same how much tone he will binding?
Under what circumstances should pot bearings be used instead of elastomeric bearings?
why we use min. 12mm dia bar in a coloum.
7 Answers BPCL Bharat Petroleum,
What is the difference between gray swr pipe & red swr pipe
how to caliculate required amount of cement and sand required for 1cu.m.