SELECT AN 8 IN. W-SHAPE JASTM A992, TO CARRY A DEAD LOAD OF 30 KIPS AND A LIVELOAD OF go KIPS IN TENSION. THE MEMBER IS 25 ft. 10N6. VERIFY THE MEMBER STRENGTH BY BOTH LRED AD ASD WITH THE BOLTED END CONNECTION SHOWN · VERIFY THAT THE MEMBER SATISFIES THE RECOMMENDED SLENDERNESS LIMIT. REFER TO AGURLE 2. 31" Die botte In

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Steel Design

SELECT AD 8 10. W -SHA PEJASTM A992, TO CARRY A PEAD LOAD
OF 30 KIPS AND A UVELOA DOF go KIPS IN
1s 25 ft. 1ONG. VERIFY THE MEMBER STRENOTIH BY BOTH LREO AD
ASD
TENSION . THE MEMBER
WITH THE BOLTED ENDCONNECTIONHOWN •VERIFY TH THE
MEMBER SATSFIES THE RE COMMENDED SLEDDERNESS UMIT. REFElR
TO HGURE e.
3/4" Dia boHs in
Jtandard holes
wg
Transcribed Image Text:SELECT AD 8 10. W -SHA PEJASTM A992, TO CARRY A PEAD LOAD OF 30 KIPS AND A UVELOA DOF go KIPS IN 1s 25 ft. 1ONG. VERIFY THE MEMBER STRENOTIH BY BOTH LREO AD ASD TENSION . THE MEMBER WITH THE BOLTED ENDCONNECTIONHOWN •VERIFY TH THE MEMBER SATSFIES THE RE COMMENDED SLEDDERNESS UMIT. REFElR TO HGURE e. 3/4" Dia boHs in Jtandard holes wg
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