se she fsilswing roBlents on he guen spHta Beliow andat e back fnesaishpeet)ewetoweoSOUTHERN INO OLEGESMIDTERM EKAMCE 134-PRINCIRES CF STEE ESIGNBAMESCOREsck SHearAC 98 tension member is csmmeried ava-1-thek gusst piaicas diwFigans PSS Boh the member and the gusset phate wes Astetl.a Conpute the availlablie hlsek shear sitrengthf tie tmson nenter for ootiL8Dand ASD.b. Compute he available biock shear steangth of tis gussaei plate furhoatiLRADantASDC7x9.84dianetioer InitsFIGURE P15-5 se she fsilswing roBlents on he guen spHta bellow andat he ack inesaishpse) wetweoxSOUTHERN MN COLEGESMIDTERM EKAMCE 134-PRINDIRES CF STEE ESIGNBAMESCOREsck SHearAC 98 tension member is aommecied aoa-1-dhek gsst piaec as diawFig-ans PSS Boh the member and the gusset phate wes Astetl.a Conpute the availlablie hisek shear sitrengthaf tie tmson nenter for oatiL8Dand ASD.b. Compute he available biock shear steangth of tis gussaet plate furhoatiLRADantASDC7x984-diuneier InitsFIGURE P15-5

Answered: Image /qna-images/answer/5256985d-f3fb-4a9f-885b-defde8eb7a23.jpg

AC 92 tension ember is commecied ava-1-thiek gest piaic a diewsFig- ans P 5 Boh the member and the gussen phate wee Astotl. a. Contpate the anailablie hisek sitear stengthsf tie tmson nender for bootiL8D and ASD.

AC 92 tension ember is commecied ava-1-thiek gest piaic a diewsFig- ans P 5 Boh the member and the gussen phate wee Astotl. a. Contpate the anailablie hisek sitear stengthsf tie tmson nender for bootiL8D and ASD.

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

se she fsilswing roBlents on he guen spHta Beliow andat e back fnesaishpeet)ewetoweo
SOUTHERN INO OLEGES
MIDTERM EKAM
CE 134-PRINCIRES CF STEE ESIGN
BAME
SCORE
sck SHear
AC 98 tension member is csmmeried ava-1-thek gusst piaicas diwFig
ans PSS Boh the member and the gusset phate wes Astetl.
a Conpute the availlablie hlsek shear sitrengthf tie tmson nenter for ootiL8D
and ASD.
b. Compute he available biock shear steangth of tis gussaei plate furhoatiLRADant
ASD
C7x9.8
4dianetioer Inits
FIGURE P15-5

se she fsilswing roBlents on he guen spHta bellow andat he ack inesaishpse) wetweox
SOUTHERN MN COLEGES
MIDTERM EKAM
CE 134-PRINDIRES CF STEE ESIGN
BAME
SCORE
sck SHear
AC 98 tension member is aommecied aoa-1-dhek gsst piaec as diawFig-
ans PSS Boh the member and the gusset phate wes Astetl.
a Conpute the availlablie hisek shear sitrengthaf tie tmson nenter for oatiL8D
and ASD.
b. Compute he available biock shear steangth of tis gussaet plate furhoatiLRADant
ASD
C7x98
4-diuneier Inits
FIGURE P15-5

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