The diagonal tension Which results in ultimate failure due to development of diagonal tension cracks, depends on
The development length in compression for a 20 mm diameter deformed bar of grade Fe-415 embedded in concrete of grade M-25, whose design bond stress is 1.40 N/mm2 is
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The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone
Consider the following statements:
1. Development length includes anchorage value of hooks in tension reinforcement.
2. The development length of each bar of bundled bars shall be that for the individual bar, increased by, 33% for three bars in contact.
3. Deformed bars may be used without end anchorage provided development length requirement is satisfied.
Which of these statements is/are correct?
An RC structural member rectangular in cross section of width b and depth D is subjected to a combined action of bending moment M and torsional moment T. The longitudinal reinforcement shall be designed for a moment Me given by
Which one of the following is the correct expression to estimate the development length of deformed reinforcing bar as per IS code in limit state design?
where φ is diameter of reinforcing bar, σs is the stress in the bar at a section and ζbd is bond stress
When HYSD bars are used in place of mild steel bars in a beam, the bond strength
What is the bond stress acting parallel to the reinforcement on the interface between bar and concrete?
What is the anchorage value of a standard hook of a reinforcement bar of diameter D?
The bond strength between steel and concrete is due to