Consider the figure shown below. Determine the forceon each members of the truss. (include magnitude anddirection)CD =CE =DE =100 kN100 kNDF =EF =B50 kNF2 mC 2 mE 2 m1 m 2Means Gompressionmenns TengimRAY991.67RFABŽ EFx =0FrB=204.18- RAX - FABX + Fac =02FACSok204.98 l JeTFAC=01)%3DFAC=+ 233. 34RAy=G1.67 k%3D@B:A EF, = 0B: FBPEFx=(1001k+FBD + FABX =0- Fse t FABY -100k=0FBDFBo + 204 98 (2=DJs,Fec= 2014,98 G-100FBD183.33 KNこFAB= 204.92Fee: -8,34 KN,12FABY

Answered: Image /qna-images/answer/55b0178d-78fb-40af-ba1f-73efbaf77874.jpg

Answered: Consider the figure shown below.…

Consider the figure shown below. Determine the force on each members of the truss. (include magnitude and direction) CD = CE = DE = 100 kN 100 kN DF = EF = 50 kN 2 m 2 m E 2 m B.

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

Sizing Joists and Rafters

In civil engineering and building construction, joists and rafters are the major components including beams and columns. Almost every structural construction including buildings, skyscrapers, bridges, commercial complexes, and so on makes use of joists and rafters to provide structural integrity to the building. Joists are primarily thick long pieces of metals, concrete, or wood that are used to support the floor and ceiling. On the other hand, rafters form the major component of pitched roofs, which are a series of sloped long pieces extending from a ridged area that makes contact with the plane area of the wall. They account for the load-bearing of the building along with the beams.

Question

Consider the figure shown below. Determine the force
on each members of the truss. (include magnitude and
direction)
CD =
CE =
DE =
100 kN
100 kN
DF =
EF =
B
50 kN
F
2 m
C 2 m
E 2 m
1 m

2
Means Gompression
menns Tengim
RAY
991.67R
FAB
Ž EFx =0
FrB=204.18
- RAX - FABX + Fac =0
2
FAC
Sok
204.98 l Je
TFAC=0
1)
%3D
FAC=+ 233. 34
RAy=G1.67 k
%3D
@B:
A EF, = 0
B: FBP
EFx=(
1001k
+FBD + FABX =0
- Fse t FABY -100k=0
FBD
FBo + 204 98 (
2
=D
Js,
Fec= 2014,98 G
-100
FBD
183.33 KN
こ
FAB= 204.92
Fee: -8,34 KN,
12
FABY

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