Problem 2. A simply supported truss loaded as shown. Required: (1) Reaction @ supports A & C; (2) Forces in each member of the truss using Method of Joints or Method of Section. 6 m -120 kN |—— 6 m 180 KN 3 B -|—4.5 m-|

Problem 2. A simply supported truss loaded as shown. Required: (1) Reaction @ supports A & C; (2) Forces in each member of the truss using Method of Joints or Method of Section. 6 m -120 kN |—— 6 m 180 KN 3 B -|—4.5 m-|

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.5.2P

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Question

Problem 2. A simply supported truss loaded as shown.
Required: (1) Reaction @ supports A & C; (2) Forces in each member of the truss
using Method of Joints or Method of Section.
6 m
-120 kN
|—— 6 m
180 KN
3
B
-|—4.5 m-|

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