Civen: PIn- Pin conmeUNBROCCD Len catH a 18 ft ,E- FS. = 2.5200, o00 MPA , Fy= 248 MP A,ReARO]REQRD:* symmetRi CAI-Beam300mmal CRTICAL slendeRnesJEloommRanoSecnonlo.b| CRInCn SppessMn4D0 mmMoDe OF PAILUneCR ID ConしODIn Kn.mwססl300mm

Answered: Image /qna-images/answer/6d2cad06-0186-45e1-9269-d9d00f4ddd9b.jpg

CIven: Pin-Pin conne cTion, UNBROCCD LenGTt a 18 ft 18 ft, E- 200,000 MPA, y= 248 MPA, FS.= 2.5 REQRD: SymmetRi CAL I-Beam Secnion 300mm CRTI CaL SLenbeRnes I | l00mm Rano lo. CRII car STRess Mn 400mm MoDe OF PAlLne CR IT) con Loab in Kn. loomm

CIven: Pin-Pin conne cTion, UNBROCCD LenGTt a 18 ft 18 ft, E- 200,000 MPA, y= 248 MPA, FS.= 2.5 REQRD: SymmetRi CAL I-Beam Secnion 300mm CRTI CaL SLenbeRnes I | l00mm Rano lo. CRII car STRess Mn 400mm MoDe OF PAlLne CR IT) con Loab in Kn. loomm

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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Question

Civen: PIn- Pin conme
UNBROCCD Len catH a 18 ft ,
E- FS. = 2.5
200, o00 MPA , Fy= 248 MP A,
ReARO]
REQRD:
* symmetRi CA
I-Beam
300mm
al CRTICAL slendeRnes
JE
loomm
Rano
Secnon
lo.
b| CRInCn Sppess
Mn
4D0 mm
MoDe OF PAILUne
CR ID Con
しOD
In Kn.
mwססl
300mm

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