Civil Engineering - Highway Engineering - Discussion
Discussion Forum : Highway Engineering - Section 6 (Q.No. 8)
8.
Reduction of load capacity in a ruling gradient of
Discussion:
7 comments Page 1 of 1.
Azhar said:
9 years ago
How it is, can anyone prove that?
Shilpa sahu said:
9 years ago
Why in 10%?
Uday said:
8 years ago
1/10 = 0.1 x100 = 10%.
Garry said:
8 years ago
1 in 20 provides 20 % and 1 in 15 provides 50 % so none is correct.
Vinay said:
6 years ago
How? Please explain the solution.
(1)
Pramit Samanta said:
5 years ago
Reduction for loading in 1: 20 is 33.3 % to avoid any inconvenience.
(1)
Gurjant Singh said:
4 years ago
I explained
(1)
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