The billboard shown weighs 2kN.50. Determine the horizontalreaction at point A.a. 0.3 kNb. 0.8 kN51. Determinehinge B.a. 3.25 kNb. 4.37 kNc. 0.5 kNa. 75.96⁰b. 14.04°d. 2.4 kNthe reaction at0.3 m2.4 mc. 1.68 kNd. 2.06 kN52. Determine the angle that1.2 mresultant force at point B with respect to thehorizontal axis.0.3 mW = 2 KNc. 70.56°d. 104.04°

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50. Determine the horizontal reaction at point A. a. 0.3 kN b. 0.8 kN 51. Determine hinge B. a. 3.25 kN b. 4.37 kN c. 0.5 kN a. 75.96° b. 14.04° d. 2.4 kN the reaction at c. 1.68 kN d. 2.06 kN 2.4 0.3 52. Determine the angle that resultant force at point B with horizontal axis. c. 70.56° d. 104.04°

50. Determine the horizontal reaction at point A. a. 0.3 kN b. 0.8 kN 51. Determine hinge B. a. 3.25 kN b. 4.37 kN c. 0.5 kN a. 75.96° b. 14.04° d. 2.4 kN the reaction at c. 1.68 kN d. 2.06 kN 2.4 0.3 52. Determine the angle that resultant force at point B with horizontal axis. c. 70.56° d. 104.04°

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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