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A cantilever beam of span, L, is subjected to a downward load of 800 kN uniformly distributed over its length and a concentrated upward load P, at its free end. For vertical displacement to be zero at the free end, the value of Pis a) 300 kN c) 800 kN (b) 500 kN (d) 1000 kN

A cantilever beam of span, L, is subjected to a downward load of 800 kN uniformly distributed over its length and a concentrated upward load P, at its free end. For vertical displacement to be zero at the free end, the value of Pis a) 300 kN c) 800 kN (b) 500 kN (d) 1000 kN

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A cantilever beam of span, L, is subjected to a downward load of 800 kN uniformly distributed over its length and a concentrated upward load P, at its free end. For vertical displacement to be zero at the free end, the value of Pis (a) 300 kN (c) 800 kN (b) 500 kN (d) 1000 kN
Transcribed Image Text:A cantilever beam of span, L, is subjected to a downward load of 800 kN uniformly distributed over its length and a concentrated upward load P, at its free end. For vertical displacement to be zero at the free end, the value of Pis (a) 300 kN (c) 800 kN (b) 500 kN (d) 1000 kN
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