10. The force system on frame GHIJK as shown, replace the system by a force equal to the resultant of the three forces, acting vertically at H and a force-couple acting horizontally at J and K. * |250N 1 m G' K 3 m 2 m J 3 m 300N 600N A. R = 550N Į+; C = 1550N-m clockwise; Force-Couple: F = 775N+ at J & F = 775N→ %3D at K B. R = 650N Į+; C = 2350N-m clockwise; Force-Couple: F = 1175N- at J &F = 1175N at K C. R = 1150N Į+; C = 1250N-m clockwise; Force-Couple: F = 625N- at J and F = 625N at K D. None of the above

10. The force system on frame GHIJK as shown, replace the system by a force equal to the resultant of the three forces, acting vertically at H and a force-couple acting horizontally at J and K. * |250N 1 m G' K 3 m 2 m J 3 m 300N 600N A. R = 550N Į+; C = 1550N-m clockwise; Force-Couple: F = 775N+ at J & F = 775N→ %3D at K B. R = 650N Į+; C = 2350N-m clockwise; Force-Couple: F = 1175N- at J &F = 1175N at K C. R = 1150N Į+; C = 1250N-m clockwise; Force-Couple: F = 625N- at J and F = 625N at K D. None of the above

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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