The framework of an under construction balcony is subjected to a distributed wind load of 600 N/m as shown. The framework has a fixed support at its base and is connected to a cable for added stability. The cable exerts a 70 N force on the framework. 1. Which of the following provides the most ideally constructed force diagram for the problem? 6.00m 3.00 m 600 N/M 8 (૩,૮,૦) (6,0,2) 6.00m Ay M₂ My Mx Ax 3.00m B (3,6,0) Tac (6,0,2) 3.00m C. 6.00m 2 Az Ax 3.00m (3,6,0) Tac (6,0,2) 3.00m

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 4.153P: Repeat Prob. 4.152 assuming that the 400-kN force is applied at O instead of L.
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The framework of an under construction balcony is subjected to a distributed wind load of 600 N/m as shown. The framework has a fixed support at its base and
is connected to a cable for added stability. The cable exerts a 70 N force on the framework.
1. Which of the following provides the most ideally constructed force diagram for the problem?
6.00m
X
3.00m
600
N/m
B (3,6,0)
á (6,0,2)
с
A.
B.
6.00m
Z
Ay
Mz
Az
6.00m
7
(6,2,1) 450 N
(2,6,0) 900 N
(1,6,0) 900 N
(2,6,0) 1800 N
My
◆
Mx
Ax
Ax
3.00 m
B (3,6,0)
TBC
(6,0,2)
3.00m
B (3,6,0)
TBC
(6,0,2)
C.
6.00m
Mz>+<2,6,0>x<0,0,-900 >+<3,6,0 > x 70 <->
62
6.00m
16000-000260-70-3
M₂
2 Az
wing correctly gives the moment equilibrium equation of the problem?
Ax
My
Mx
X
Ax
X
3.00m
(3,6,0)
D.
2. Which of the following correctly gives the point of application and magnitude of the triangular distributed wind load??
TBC
(6,0,2)
3.00m
8 (3,6,0)
TBC
(6,0,2)
Transcribed Image Text:The framework of an under construction balcony is subjected to a distributed wind load of 600 N/m as shown. The framework has a fixed support at its base and is connected to a cable for added stability. The cable exerts a 70 N force on the framework. 1. Which of the following provides the most ideally constructed force diagram for the problem? 6.00m X 3.00m 600 N/m B (3,6,0) á (6,0,2) с A. B. 6.00m Z Ay Mz Az 6.00m 7 (6,2,1) 450 N (2,6,0) 900 N (1,6,0) 900 N (2,6,0) 1800 N My ◆ Mx Ax Ax 3.00 m B (3,6,0) TBC (6,0,2) 3.00m B (3,6,0) TBC (6,0,2) C. 6.00m Mz>+<2,6,0>x<0,0,-900 >+<3,6,0 > x 70 <-> 62 6.00m 16000-000260-70-3 M₂ 2 Az wing correctly gives the moment equilibrium equation of the problem? Ax My Mx X Ax X 3.00m (3,6,0) D. 2. Which of the following correctly gives the point of application and magnitude of the triangular distributed wind load?? TBC (6,0,2) 3.00m 8 (3,6,0) TBC (6,0,2)
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