3. For the Howe roof truss shown, determine the forces in members BC, CI, and IJ by method of sections. B H 8000 lb D J E I 6 bays @ 8'-0"=48'-0" K F L 12'-0" TIRSIT
3. For the Howe roof truss shown, determine the forces in members BC, CI, and IJ by method of sections. B H 8000 lb D J E I 6 bays @ 8'-0"=48'-0" K F L 12'-0" TIRSIT
Chapter4: Plane And Space Trusses
Section: Chapter Questions
Problem 50P
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