All Questions

• Newest
• Hottest
• Most votes
• Most views

0 votes	939 views	2 answers	Steel beam theory is used for updated 11 years ago by Civil Engineer
0 votes	1077 views	2 answers	The toe projection of foundation slabs is taken updated 11 years ago by Civil Engineer
0 votes	932 views	2 answers	If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a updated 11 years ago by Civil Engineer
0 votes	988 views	2 answers	If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by updated 11 years ago by Civil Engineer
0 votes	1359 views	1 answer	A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is updated 11 years ago by Civil Engineer
0 votes	1346 views	1 answer	In a simply supported slab the minimum spacing of distribution reinforcement, should be four times the effective thickness of the slab or updated 11 years ago by Civil Engineer
0 votes	1243 views	2 answers	If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm2, the share stirrups are provided for a distance x from either end where x is updated 11 years ago by Civil Engineer
0 votes	2294 views	2 answers	The live load to be considered for an inaccessible roof, is updated 11 years ago by Civil Engineer
0 votes	1203 views	2 answers	If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm2 and 1400 kg/cm2 respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is updated 11 years ago by Civil Engineer
0 votes	1079 views	1 answer	Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of updated 11 years ago by Civil Engineer