The cantilever truss shown in the Figure is supported by a hinge at A and astrut BC. Determine the horizontal component of Reaction at A. *10 kN10 kN3 m303010 kN10 kN3 m30%3 m303090°O 15.0 KN30. KNNone of the above5.0 KNO 10.0 KNB.

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Answered: The cantilever truss shown in the…

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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DETERMINE THE MAGNITUDE AND RECTANGULAR EQUIVALENT OF THE RESULTANT R OF THE FORCES P1= 550 N, P2 = 1000 AND P3 = 750 N.
Considering the diagram as a whole body, the downward forces and the upward reactions are equal. They are? a. 160 kN = 160 kN b. 125 kN = 125 kN c. 145 kN = 145 kN d. None of the above The horizontal reaction at A is? a. 15.02 going to the right b. 15.02 going to the left c. 19.02 going to the right d. 19.02 going to the left
10. Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P.
The horizontal component for the 60 kN force is? a. 51.96 kN b. 45.94 kN c. 55.96 kN d. 35.96 kN The vertical component for the 60 kN force is? a. 20 kN b. 25 kN c. 30 kN d. 35 kN
Determine the shear force V in the beam at the point located 2.50 m to the left of point C. The ground reactions and shear-force diagram are shown. -30.6 kN -48.2 kN -57.2 kN -38.2 kN -40.9 kN
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Determine the reactions and all bar forces for thetruss in Figure P9.34. E = 29,000 ksi and members AB,BC, AD, and DC have A = 3 in.2, and members BD, DE,and CE have A = 1 in.2 for all bars.
DETERMINE THE FORCES IN MEMBER AB AND BC IF P = 2500 N.
The horizontal reaction at B is? a. 6.96 kN going to the right b. 6.96 kN going to the left c. 15.02 kN going to the right d. 15.02 kN going to the left The reaction at hinge C is? a. 5 kN going downward and upward b. 7 kN going downward and upward c. 10 kN going downward and upward d. 12 kN going downward and upward
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In the gate AB is hinged at B and is 1.2 m wide. What vertical force, applied at the center of gravity of the 20kN gate, will keep it in equilibrium?
(a) Compute the horizontal displacement of joint B produced by the 240-kN load in Figure P8.10. For all bars, area = 2400 mm2 and E = 200 GPa. (b) Assuming that no load acts, determine the horizontal displacement of joint B if support A moves 20 mm to the right and 30 mm down and support E moves downward 36 mm.

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The cantilever truss shown in the Figure is supported by a hinge at A and strut BC. Determine the horizontal component of Reaction at A. " 10 kN 10 kN 3 m 30 30 10 kN 10 kN 3 m 30 3 m 30 30 90° O 15.0 KN O 30. KN O None of the above O 5.0 KN O 10.0 KN