Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 3 (Q.No. 36)
36.
The live load to be considered for an accessible roof, is
Discussion:
6 comments Page 1 of 1.
Guna said:
4 years ago
Inaccessible 75 kg/cm^2.
Accessible 150 kg/cm^2.
Accessible 150 kg/cm^2.
(4)
JEET said:
5 years ago
Live load:
1) for INaccesible roof == 75 kg/cm2.
2) for Accessible roof == 150 kg/cm2.
1) for INaccesible roof == 75 kg/cm2.
2) for Accessible roof == 150 kg/cm2.
VS Kanyal said:
7 years ago
Agree @Dvs.
Dvs said:
8 years ago
Given answer is correct.
live load
1) for INaccesible roof ==75 kg/cm2.
2) for Accessible roof== 150 kg/cm2.
live load
1) for INaccesible roof ==75 kg/cm2.
2) for Accessible roof== 150 kg/cm2.
Kumar said:
8 years ago
It's for an inaccessible roof. And also it is in m2 not m3 @Sufazo.
Sufazo said:
8 years ago
I think it ist 75kg /m3.
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