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.
Rafiqul Islam said:
9 months ago
I think Option A is the correct answer.
MJM GCEKalahandi said:
4 years ago
Yes, correct @Sumit.
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.
Paramananda said:
6 years ago
A is the right answer.
Sumit said:
7 years ago
A) instead of wh, it is wh/2.
Seetha said:
7 years ago
Pressure = Ka * unit weight of soil * height.
Hence answer is option A.
Hence answer is option A.
Khope said:
7 years ago
I think A is the correct answer.
Satyawan Radheshyam said:
8 years ago
A is the right answer.
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