The shear force at the point of contraflexure in the beam shown below is

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UKPSC AE Civil 24 April 2022 Official Paper I
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Answer (Detailed Solution Below)

Option 3 :
Free
ST 1: Theory of Structures - UKPSC AE Civil
20 Qs. 40 Marks 20 Mins

Detailed Solution

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Explanation:

∑M = 0

⇒ RB × L + M = 0

⇒ 

∑Fy = 0 

⇒RA + RB = 0

So, RA = M/L

The SED & BMD will work like this.

So, the shear force at the point of contra flexure (C) is M/L

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