Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 3 (Q.No. 22)
22.
The Total pressure on the vertical face of a retaining wall of height h exerted by the retained earth weighing w per unit volume having an angle of surcharge α°, is :
Discussion:
8 comments Page 1 of 1.
Satyawan Radheshyam said:
8 years ago
A is the right answer.
Khope said:
7 years ago
I think A is the correct answer.
Seetha said:
7 years ago
Pressure = Ka * unit weight of soil * height.
Hence answer is option A.
Hence answer is option A.
Sumit said:
7 years ago
A) instead of wh, it is wh/2.
Paramananda said:
6 years ago
A is the right answer.
Nabeel said:
6 years ago
He said total earth pressure which acts at H/3.
Not the intensity of earth pressure which acts at Base. So given answer is right.
Not the intensity of earth pressure which acts at Base. So given answer is right.
MJM GCEKalahandi said:
4 years ago
Yes, correct @Sumit.
Rafiqul Islam said:
10 months ago
I think Option A is the correct answer.
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