Tacking rivets in compression plates not exposed to the weather, have a pitch not exceeding 300 mm or
Anonymous Quiz
31%
(A) 16 times the thickness of outside plate
24%
(B) 24 times the thickness of outside plate
41%
(C) 32 times the thickness of outside plate
4%
(D) 36 times the thickness of outside plate
The effective length of a simply supported beam with ends restrained against torsion, and also the ends of compression flange partially restrained against lateral bending, is given by
Anonymous Quiz
7%
(A) L = span
51%
(B) L = 0.85 span
31%
(C) L = 0.75 span
11%
(D) L = 0.7 span
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Secant formula for direct stress in compression, is applicable only for slenderness ratio upto
Anonymous Quiz
29%
(A) 120
20%
(B) 130
30%
(C) 140
21%
(D) 150
Super Saval APRIL Civil month Compilation.pdf
41.8 MB
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Ep 1 SFD - BMD.pdf
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☛ આ SFD & BMD topic તમારી આવનારી Civil Engineering ની દરેક compititive Exams Class-1, 2, & 3 માટે ઉપયોગી....
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Ep 2 SFD - BMD By WebSankul Civil Engineering.pdf
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☛ આ SFD & BMD topic તમારી આવનારી Civil Engineering ની દરેક compititive Exams Class-1, 2, & 3 માટે ઉપયોગી....
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Los Angeles testing machine is used to conduct
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72%
(A) Abrasion test
11%
(B) Impact test
10%
(C) Attrition test
8%
(D)Crushing strength test
Select the correct statement.
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7%
(A)More the value of group index, less thickness of pavement will be required
10%
(B)More the value of CBR, greater thickness of pavement will be required
22%
(C)Minimum and maximum values of group index can be 0 and 20 respectively
60%
(D)All of the above
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The critical combination of stresses for corner region in cement concrete roads is___
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18%
(A) Load stress + warping stress
47%
(B) Load stress + warping stress + frictional stress
28%
(C) Load stress + warping stress
7%
(D) Load stress + frictional stress
👍3👌1
The minimum design speed of various types of highways in plain terrain is the same as the ruling design speed of
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56%
(A) Rolling terrain
21%
(B)Mountainous terrain
14%
(C) Steep terrain
9%
(D)None of these,
👌3
Excessive camber on pavements may cause
Anonymous Quiz
7%
(A)Deterioration of central portion
16%
(B) Slip of the speedy vehicles towards the edges
5%
(C) Erosion of the berms
73%
(D)All the above
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Ramban 2.0 Surverying.pdf
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