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
4120 kg
41, 200 kg
412, 000 kg
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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.

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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