Civil Engineering - RCC Structures Design - Discussion

Discussion Forum : RCC Structures Design - Section 2 (Q.No. 7)

RCC Structures Design

The live load to be considered for an inaccessible roof, is

Nil

75 kg/m²

150 kg/cm²

200 kg/m²

Answer: Option

Explanation:

No answer description is available. Let's discuss.

Discussion:

12 comments Page 2 of 2.

Gaurav said: 5 years ago

150kg/m^2 is for an accessible roof.

(1)

Uksic said: 5 years ago

150 is consider for Accessible roof.

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