fastened to rigid SurPerts and looded as shown, fey strelAns: TE=472 N.m, TAI 9:3MNE69brontedeve lored incnch Segment?TE300N.mTD=700N.goAlyminumBronzeSteelA=25mmd= Semm1.5mIm

Given; TD=700NTC=300 N Aluminum=50mmϕ Bronze=25mmϕ Steel=25mmϕ

Hw A Shnft camSed ef Segmeats Ac.cD and DB fastened to rigid SurPerts and looded as shown, foy strel G=83 GNIm, for Auminum G=286NIM? and for bronte G 35 GN/m'.Determine the maximum Shearing Stress deve lored in cach Segment? Ans: TB=472N.m, TAI 93MNg Tee300 N.m aft Bronze Steel d=25mm d=Semm 1.5m Im 2m

Hw A Shnft camSed ef Segmeats Ac.cD and DB fastened to rigid SurPerts and looded as shown, foy strel G=83 GNIm, for Auminum G=286NIM? and for bronte G 35 GN/m'.Determine the maximum Shearing Stress deve lored in cach Segment? Ans: TB=472N.m, TAI 93MNg Tee300 N.m aft Bronze Steel d=25mm d=Semm 1.5m Im 2m

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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