leg angles only and choose the most economic section) the following loa connections are welded and ignore buckling. Dead Load: P1-79 KN Live Load: P1-221 kN P2= 126 KN P2= 285 KN
leg angles only and choose the most economic section) the following loa connections are welded and ignore buckling. Dead Load: P1-79 KN Live Load: P1-221 kN P2= 126 KN P2= 285 KN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:A steel truss is shown in Fig. 4. The steel grade is S275. Design each truss member for (use equal
leg angles only and choose the most economic section) the following loads. Assume all
connections are welded and ignore buckling.
Dead Load: P1=79 kN
P2= 126 kN
Live Load: PI=221 kN
P2= 285 kN
P2
5 m
P1
5 m
5 m
Fig.4. Steel truss.
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