Q.1) A-Frame is shown in thegiven figure. Floor reaction at5 cm A and vertical pin reaction atD are respectively.Note: the reaction force at A4 cm60°45°A12 cm9 cmand E have only single vertical180force.(A) 757 N and 1142 N(B) 612 N and 1013 N(C) 757 N and 1241 N(D) 612 N and 1142 N(E) No one of above write your answer--------.---- 2 kNQ.2) Triangular plateABC is connected by1m1m2mBmeans of pin at C with'another triangular plate1m4 kNCDE as shown in the5mfigure.reaction at point D willTheverticalDAbe(A) 4.5 kN(C) 2 kN(E) No one of above write your answer(В) 6 kN(D) 4 kN---- ---Q.3) Trusses are designed to carry:(a) axial load(c) torque(E) No one of above write your answer(b) torsional load(d) shear load

Take equilibrium conditions (moment at any hinge is zero, summation of vertical force is zero) for…

Answered: A and vertical pin reaction at D are…

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A and vertical pin reaction at D are respectively. Note: the reaction force at A E. and E have only single vertical

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter4: Coplanar Equilibrium Analysis

Section: Chapter Questions

Problem 4.125P: The figure shows a three-pin arch. Determine the horizontal component of the pin reaction at A...

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Question

Q.1) A-Frame is shown in the
given figure. Floor reaction at
5 cm A and vertical pin reaction at
D are respectively.
Note: the reaction force at A
4 cm
60°
45°
A
12 cm
9 cm
and E have only single vertical
180
force.
(A) 757 N and 1142 N
(B) 612 N and 1013 N
(C) 757 N and 1241 N
(D) 612 N and 1142 N
(E) No one of above write your answer
-----
---.----

2 kN
Q.2) Triangular plate
ABC is connected by
1m
1m
2m
B
means of pin at C with
'another triangular plate
1m
4 kN
CDE as shown in the
5m
figure.
reaction at point D will
The
vertical
D
A
be
(A) 4.5 kN
(C) 2 kN
(E) No one of above write your answer
(В) 6 kN
(D) 4 kN
---- ---
Q.3) Trusses are designed to carry:
(a) axial load
(c) torque
(E) No one of above write your answer
(b) torsional load
(d) shear load

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