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0 votes	2347 views	2 answers	The maximum diameter of a bar used in a ribbed slab, is updated 10 years ago by Civil Engineer
0 votes	1145 views	1 answer	[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by updated 10 years ago by Civil Engineer
0 votes	1408 views	3 answers	Distribution of shear intensity over a rectangular section of a beam, follows updated 10 years ago by Civil Engineer
0 votes	1971 views	2 answers	A simply supported beam , 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm2, the area of steel required, is updated 10 years ago by Civil Engineer
0 votes	2204 views	1 answer	The length of the straight portion of a bar beyond the end of the hook, should be at least updated 10 years ago by Civil Engineer
0 votes	1046 views	2 answers	If the depth of actual neutral axis of a doubly reinforced beam updated 10 years ago by Civil Engineer
0 votes	961 views	1 answer	If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than updated 10 years ago by Civil Engineer
0 votes	1074 views	1 answer	If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm2, the length of the beam having nominal reinforcement, is updated 10 years ago by Civil Engineer
0 votes	1307 views	1 answer	If a rectangular prestressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be updated 10 years ago by Civil Engineer
0 votes	902 views	2 answers	In a singly reinforced beam, the effective depth is measured from its compression edge to updated 10 years ago by Civil Engineer