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What is the modular ratio to be used in the analysis of RC beam using working stress method if the grade of concrete is M 20?
OpenVideRime asked 6 years ago • 
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What is the adoptable maximum spacing between vertical stirrups in a RCC beam of a rectangular crosssection having an effective depth of 300 mm
OpenVideRime asked 6 years ago • 
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Consider the following statements. In an under-reinforced concrete beam, 1) Actual depth of neutral axis is less than the critical depth of neutral axis 2) Concrete reaches ultimate stress prior to steel reaching the ultimate stress 3) Moment of resistance is less than that of balanced sections. 4) Lever arm of resisting couple is less than of balanced section Which of these statements is/are correct?
OpenVideRime asked 6 years ago • 
2482 views0 answers1 votes
The span to depth ratio limit is specified in IS: 456-2000 for the reinforced concrete beam, in order to ensure that the
OpenVideRime asked 6 years ago • 
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As per the provision of IS: 456-2000, in the limit state method for design of beams, the limiting value of the depth of neutral axis in a reinforced concrete beam of effective depth `d’ is given as
OpenVideRime asked 6 years ago • 
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A singly reinforced balanced section designed by limit state method will have 1. Lesser depth compared to designed by working stress method 2. Higher value of steel compared to designed by working stress method 3. Lower cost compared to designed by working stress method Which of these statements is/are correct?
OpenVideRime asked 6 years ago • 
1378 views0 answers1 votes
If the permissible stress in steel is 500 MPa, then working stress in bending compression would be taken as
OpenVideRime asked 6 years ago • 
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Modular ratio for M30 grade of concrete is
AnsweredVideRime asked 6 years ago • 
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Flexure collapse in over reinforced beam is due to
AnsweredVideRime asked 6 years ago • 
2734 views1 answers0 votes
In working stress method, the stresses used for design purpose are
OpenVideRime asked 6 years ago • 
754 views0 answers0 votes
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