Civil Engineering - Highway Engineering - Discussion
Discussion Forum : Highway Engineering - Section 3 (Q.No. 9)
9.
Area of steel required per metre width of pavement for a length of 20 m for design wheel load 6300 kg and permissible stress in steel 1400 kg/cm2, is
Discussion:
13 comments Page 2 of 2.
TANU said:
5 years ago
We know,
Area= (force or load)/stress.
=6300/1400.
= 4.5 cm2 , per metre width.
For 20 m length it will be = 4.5x20 = 90 kg/cm2.
Area= (force or load)/stress.
=6300/1400.
= 4.5 cm2 , per metre width.
For 20 m length it will be = 4.5x20 = 90 kg/cm2.
(20)
Sabyasachi said:
5 years ago
We know that,
As=LfW/2s.
As=Area of steel.
L=Length.
f=Co-efficiant of friction, here f=2.
W=Weight.
s=Working stress in steel in kg/cm2.
As=(20X2X6300) /(2X1400).
= 90 Kg/cm2.
As=LfW/2s.
As=Area of steel.
L=Length.
f=Co-efficiant of friction, here f=2.
W=Weight.
s=Working stress in steel in kg/cm2.
As=(20X2X6300) /(2X1400).
= 90 Kg/cm2.
(3)
GorkheeJr said:
2 years ago
Thanks for explaining.
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