Find the reactions at supports and draw BMD for a two hinged parabolic arch loaded as shown in figure.

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written 8.2 years ago by

teamques10 ★ 69k

modified 3.2 years ago by

pedsangini276 • 4.8k

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Mumbai University > Civil Engineering > Sem 5 > Structural Analysis – II

Marks: 8 Marks

Year: Dec 2015, May 2016

structural analysis

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written 8.2 years ago by

teamques10 ★ 69k

ΣMA = 0

VB * 40 – 40 * 20 * 30 – 20 * 10 = 0

VB = 605 KN

ΣV = 0

VA +VB = 40 * 20 + 20

mVA + VB = 820

VA = 215 KN

H = ∫ { ( My dx / …

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