Question Category: Civil Engineering

Questions › Category: Civil Engineering
Filter:AllOpenResolvedClosedUnanswered
Bending moment co-efficient and shear coefficient for continuous beams of uniform cross-section as per IS:456 (table 12 and 13) may be used only when spans do not differ to the longest span by
OpenVideRime asked 4 years ago • ,
286 views0 answers0 votes
Minimum percentage of tension steel in RCC beam for Fe500 steel is
OpenVideRime asked 4 years ago • ,
241 views0 answers0 votes
According to IS 456:2000, the maximum depth of stress block for balanced section of beam of effective depth d using steel with fy = 250, is given by
OpenVideRime asked 4 years ago • ,
391 views0 answers0 votes
According to IS 456-2000 side-face reinforcement should be provided when depth of web of a beam exceeds
OpenVideRime asked 4 years ago • ,
237 views0 answers0 votes
Maximum spacing of side face reinforcement of beam having depth of web more than 750mm is
OpenVideRime asked 4 years ago • ,
188 views0 answers0 votes
A simply supported beam is considered as a deep beam if the ratio of effective span to overall depth is less than:
OpenVideRime asked 4 years ago • ,
223 views0 answers0 votes
For the deflection of simply supported beam to be within permissible limits, the ratio of its span to effective depth should not exceed:
OpenVideRime asked 4 years ago • ,
215 views0 answers0 votes
Minimum spacing between horizontal parallel reinforcements of different sizes should not be less than
OpenVideRime asked 4 years ago • ,
352 views0 answers0 votes
If d and n are the effective depth and depth of neutral axis respectively of singly reinforced beam, the lever arm of the beam is
OpenVideRime asked 4 years ago • ,
184 views0 answers0 votes
In a cantilever beam, main reinforcement is provided
OpenVideRime asked 4 years ago • ,
198 views0 answers0 votes
1…2122232425…194