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.
Uksic said:
5 years ago
150 is consider for Accessible roof.
Gaurav said:
5 years ago
150kg/m^2 is for an accessible roof.
(1)
Saqib khattak said:
6 years ago
And then what will be for accessible roofs?
KHUSHAL said:
6 years ago
For maintenance purpose, we have to consider minimum value of live load.
Ashok said:
8 years ago
I think A is the correct answer.
Ishwaragouda Patil said:
8 years ago
During construction time, there will be workers and Equipment. Hence there must be some minimum Live Load considerations.
Vasantha devi said:
8 years ago
No live load but dead load (self weight) we should consider.
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.
Amit sangamnere said:
8 years ago
Inaccessible but design consideration will be use min as 75 kg/m2.
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.
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