Problem 03The figures shows a portable seat braced by acable FG. The permissible tension in thecable is 1800 kN. Surface C, A and E arefrictionless.W0.2 m0.4 mD.RC0.4 m0.2 mFAcable0.2 m0.3 m0.3 mOWhat load "W" can the seat safely carry?If W = 1500 N, what is the reaction at C.If W = 1500 N, what is the reaction at A.%3D Problem 04The force P preventsthe 375-N pole from falling.The pole is supported by aball-and-socket joint at A andleans against a frictionlesswall at B.0.BGiven:X1=3.15 mУт - 4 mZ1=3.15 m0=45°Find the required force (N) P.A. 116.8B. 124.6C. 136.2D. 102.7Find the reaction at B in N.A. 75.4B. 82.6C. 89.2D. 95.4Find the vertical reaction at A in N.А. 310.1В. 336.81.3.C. 325.4D. 292.42.

Problem 03; Solution; Let us assume the reaction at supports A & E are [RA] & [RE]…

Problem 3 The figures shows a portable seat braced by a cable FG. The permissible tension in the cable is 1800 kN. Surface C, A and E are frictionless. W 0.2 m 0.4 m D 0.4 m B 0.2 m FA G cable 0.2 m A 0.3 m 0.3 m O What load "W" can the seat safely carry? ® If W = 1500N, what is the reaction at C. ® If W = 1500 N, what is the reaction at A. %3D %3D

Problem 3 The figures shows a portable seat braced by a cable FG. The permissible tension in the cable is 1800 kN. Surface C, A and E are frictionless. W 0.2 m 0.4 m D 0.4 m B 0.2 m FA G cable 0.2 m A 0.3 m 0.3 m O What load "W" can the seat safely carry? ® If W = 1500N, what is the reaction at C. ® If W = 1500 N, what is the reaction at A. %3D %3D

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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