Show that, for a two-pinned parabolic arch carrying a uniformly distributed load over its complete span and in which the second moment of area of the cross section varies as the secant assumption, the bending moment is everywhere zero.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Show that, for a two-pinned parabolic arch carrying a uniformly distributed load over its
complete span and in which the second moment of area of the cross section varies as the
secant assumption, the bending moment is everywhere zero.
Transcribed Image Text:Show that, for a two-pinned parabolic arch carrying a uniformly distributed load over its complete span and in which the second moment of area of the cross section varies as the secant assumption, the bending moment is everywhere zero.
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