PROBLEM 5.3: A simply supported beam 7m long supports a uniformly distributed factored load equal to 130 kN/m and a concentrated factored load equal to 100 kN acting at the midspan. If hw = 300mm, d = 450mm, f = 24MPa and f = 276MPa. design the shear reinforcements. Use NSCP 2015 provisions

PROBLEM 5.3: A simply supported beam 7m long supports a uniformly distributed factored load equal to 130 kN/m and a concentrated factored load equal to 100 kN acting at the midspan. If hw = 300mm, d = 450mm, f = 24MPa and f = 276MPa. design the shear reinforcements. Use NSCP 2015 provisions

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.8.1P: Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.

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PROBLEM 5.3:
A simply supported beam 7m long supports a uniformly distributed factored load equal to 130 kN/m
and a concentrated factored load equal to 100 kN acting at the midspan. If bw = 300mm, d =
450mm, f = 24MPa and f = 276MPa, design the shear reinforcements Use NSCP 2015
provisions

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Step 1: Introducing given data

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Step 2: Calculate design shear load

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Step 4: Check adequacy of section

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