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
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Chapter2: Loads On Structures
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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
Transcribed Image Text: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
Transcribed Image Text: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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