Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 2 (Q.No. 7)
7.
The live load to be considered for an inaccessible roof, is
Discussion:
12 comments Page 1 of 2.
Gaurav said:
5 years ago
150kg/m^2 is for an accessible roof.
(1)
RANJIT RAY said:
9 years ago
How? Inaccessible no live load. So, I think the answer is A.
Pankaj chavan said:
8 years ago
The Roof is considered as the dead load so live load of the roof.
KUSH said:
8 years ago
If there is no inaccessible live load on the roof then how the answer is option B?
And in my point of view, the answer is A.
And in my point of view, the answer is A.
Amit sangamnere said:
8 years ago
Inaccessible but design consideration will be use min as 75 kg/m2.
Dharani said:
8 years ago
Yes, it is 75 kg/m^2 or 0.75kn/m^2. Inaccessible means roof top of the building slab.
Vasantha devi said:
8 years ago
No live load but dead load (self weight) we should consider.
Ishwaragouda Patil said:
8 years ago
During construction time, there will be workers and Equipment. Hence there must be some minimum Live Load considerations.
Ashok said:
8 years ago
I think A is the correct answer.
KHUSHAL said:
6 years ago
For maintenance purpose, we have to consider minimum value of live load.
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