4.37 and 4.39 64%-.ו. SB10:44 P B5GMarwan and Waseem Al-Iraqiwww.gigapedia.co4/39 Determine the force in member BF.Ans. BF = 2.66 kips CD,BA30°15°GF9 kips3 kipsE45'-5'-5'-Problem 4/394/40 The members CJ and CF of the loaded truss crossbut are not connected to members BI and DG. Com-pute the forces in members BC, CJ, CI, and HI.6 kN60°3 m3 mC 3 m3 mAВDE4 m4/FIH4 kN 2031of 5178 kNProblem 4/40 10:43 B & P64% ו, ו.200 lbF6'B100 lb6'AHProblem 4/364/37 The truss is composed of equilateral triangles of sidea and is supported and loaded as shown. Determinethe forces in members BC and CG.Ans. BC = CG = L/3 T%3D%3DA30°GaFaВaE30°Problem 4/374/38 The truss shown is composed of 45° right triangles.The crossed members in the center two panels areslender tie rods incapable of supporting compression.Retain the two rods which are under tension andcompute the magnitudes of their tensions. Also findthe force in member MN.>>JH GFED80 kNLMN202 of 5160 kNProblem 4/38

“Since you have asked multiple questions, we will solve the first question for you. If you want any…

Answered: 4/39 Determine the force in member BF.…

4/39 Determine the force in member BF. Ans. BF = 2.66 kips C %3D D В A 30° 15° G F E 9 kips 3 kips 5- 5'- 5'- Problem 4/39

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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Concept explainers

Fire Place Construction and Layout

A fireplace is a chamber, made of different materials usually constructed to contain the fire for various applications. A fireplace is often known as a hearth. Fireplaces can be made of bricks, steel, stone, and concrete. Fireplaces serve as room heaters for cold areas and vary in design and heat efficiency.

Question

4.37 and 4.39

64%-.ו. SB
10:44 P B
5G
Marwan and Waseem Al-Iraqi
www.gigapedia.co
4/39 Determine the force in member BF.
Ans. BF = 2.66 kips C
D,
B
A
30°
15°
G
F
9 kips
3 kips
E
4
5'-
5'-
5'-
Problem 4/39
4/40 The members CJ and CF of the loaded truss cross
but are not connected to members BI and DG. Com-
pute the forces in members BC, CJ, CI, and HI.
6 kN
60°
3 m
3 m
C 3 m
3 m
A
В
D
E
4 m
4/
F
I
H
4 kN 2031of 517
8 kN
Problem 4/40

10:43 B & P
64% ו, ו.
200 lb
F
6'
B
100 lb
6'
A
H
Problem 4/36
4/37 The truss is composed of equilateral triangles of side
a and is supported and loaded as shown. Determine
the forces in members BC and CG.
Ans. BC = CG = L/3 T
%3D
%3D
A
30°
G
a
F
a
В
a
E
30°
Problem 4/37
4/38 The truss shown is composed of 45° right triangles.
The crossed members in the center two panels are
slender tie rods incapable of supporting compression.
Retain the two rods which are under tension and
compute the magnitudes of their tensions. Also find
the force in member MN.
>>
J
H G
F
E
D
80 kN
L
M
N
202 of 5160 kN
Problem 4/38

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