من عو سدفة69.H.w A shaft comASed of Segments Ac, cD and DB isfastened to rigid supports and looded as shown, for steelG=83 GNIM?, for Auminum G= 286N/m? and for browzeG= 35 GN/m Detormine the maximum shcaring Stressoleve lo ed in cach Segment?Ans: Ta=472Nim, Tal=9.3MNRTes300N.mSteelAluminumBronzed=25mmd=2 5mand= Semm1.5mIm2mمرّر للأعلى لاستعراض الفلاترإضافة شرح. . .mum <

Given; TC=300 NTD=700 N Bronze=25mm diameter Aluminum=50mm diameter Steel=25mm diameter

(69 HW A Shaft comssed nf Segments Ac, cD and DB 1S fastened to rigid SurPorts and loeded as shown, for steet G=83 GNim?, for Auminum G=286NM? and for bronze G: 35 GNIM.Dctermine the masimum shearing Stress oleve lo red in cnch Segment? Ans: Ta=472N.m, Ta=9.3MN To=Fend Steel Aluminam Bronze d=25mm d= Semm 1.5m 2m Im

(69 HW A Shaft comssed nf Segments Ac, cD and DB 1S fastened to rigid SurPorts and loeded as shown, for steet G=83 GNim?, for Auminum G=286NM? and for bronze G: 35 GNIM.Dctermine the masimum shearing Stress oleve lo red in cnch Segment? Ans: Ta=472N.m, Ta=9.3MN To=Fend Steel Aluminam Bronze d=25mm d= Semm 1.5m 2m Im

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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