PROBLEM 2: A reinforced concrete beam has a simple span of 7m. It carries a uniformly distributed dead load (including its own weight) of 9kN/m, live load equal to 18kN/m . The beam is reinforced with 3D28mm bars and has a width of 250mm and an effective depth of 450mm. fc’=28Mpa and fy=345Mpa. Using the simplified calculation for Vc, what is the nominal shear capacity of concrete? At what section of the beam is the web reinforcement theoretically not required? At what section of the beam is the web reinforcement no longer required according to the NSCP?

PROBLEM 2: A reinforced concrete beam has a simple span of 7m. It carries a uniformly distributed dead load (including its own weight) of 9kN/m, live load equal to 18kN/m . The beam is reinforced with 3D28mm bars and has a width of 250mm and an effective depth of 450mm. fc’=28Mpa and fy=345Mpa. Using the simplified calculation for Vc, what is the nominal shear capacity of concrete? At what section of the beam is the web reinforcement theoretically not required? At what section of the beam is the web reinforcement no longer required according to the NSCP?

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.11P

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