Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 1 (Q.No. 27)
27.
A short column 20 cm x 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm2 and 300 kg/cm2, the Safe load on the column, should not exceed
Discussion:
39 comments Page 4 of 4.
Jayakanth said:
1 decade ago
How to calculate the safe load of column?
Rakesh Singh Bisht said:
5 years ago
Safe load of column = Fc * Ac +fs * Ast.
(2)
Hriday narayan said:
7 years ago
Here, Pc = .4Fck * Ac+.67Fy * mAst.
Naveen said:
7 years ago
@Ramesh.
0.67x300=201 not 1300.
0.67x300=201 not 1300.
Sanjeet kushwaha said:
5 years ago
You are correct, Thanks @Suraj.
Sandeep said:
8 years ago
Yes, you correct @Ramesh.
Hari said:
1 decade ago
How answer is 41200 kg?
Haftu said:
9 years ago
What is the rcc slab?
Saravanaraja said:
8 years ago
Thank you @Ramesh.
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