Problems ace truss is supported by vertical cables at A, B, and C. C. members CB and CD of the truss. nt rod is supported by a ball-and-socket joint at 0, a cable a -g at D. Neglecting the weight of the rod, calculate the tensio magnitude of the bearing reaction at D 293 Z. |1000 lb 60° 4 ft 4 ft В, А С 400 3 ft D 3 ft 2000 lb Fig. P5.51 ne maximum load P that can be supported by the tripod if th mited to 2000 lb. Assume that the legs are two-force bodies Z | ГP

Problems ace truss is supported by vertical cables at A, B, and C. C. members CB and CD of the truss. nt rod is supported by a ball-and-socket joint at 0, a cable a -g at D. Neglecting the weight of the rod, calculate the tensio magnitude of the bearing reaction at D 293 Z. |1000 lb 60° 4 ft 4 ft В, А С 400 3 ft D 3 ft 2000 lb Fig. P5.51 ne maximum load P that can be supported by the tripod if th mited to 2000 lb. Assume that the legs are two-force bodies Z | ГP

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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