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Determine the Principle stresses at foint A using Mohris Circle. A 7,5m 1.5m 3 m 300 mm. 100m (cross-seetron ofthebrom). Loumni Tavg = pr Point A is L0.5m to the left of w here 10 KN load is apfliced 1:om from tHte feft support and Also Point A is joo mm from the botHomof the Cross sectôn

Determine the Principle stresses at foint A using Mohris Circle. A 7,5m 1.5m 3 m 300 mm. 100m (cross-seetron ofthebrom). Loumni Tavg = pr Point A is L0.5m to the left of w here 10 KN load is apfliced 1:om from tHte feft support and Also Point A is joo mm from the botHomof the Cross sectôn

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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Determine the frinsiple stresses at foint A using Mohris Circle. 1OKN A 1-om 1,5m 1-5m 3 m 300mm 1oomm A (cross-seetron ofthebrom). loumm Point A is LO.Sm to theleft of where 10 KN loadis aAlied 1:om. from Hte feft support and Also Point A is joo mm from_the bottom of the Cross sectôn
Transcribed Image Text:Determine the frinsiple stresses at foint A using Mohris Circle. 1OKN A 1-om 1,5m 1-5m 3 m 300mm 1oomm A (cross-seetron ofthebrom). loumm Point A is LO.Sm to theleft of where 10 KN loadis aAlied 1:om. from Hte feft support and Also Point A is joo mm from_the bottom of the Cross sectôn
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