1. The force along the cable AB is 10 kN. Represent the force in vector Cartesian form.2. The Cable BC carries a tension force of 500 kN. Find the components of the tension force along BA and perpendicular to BA.3. If the plate is to remain in equilibrium, find the tension for all the three cable that supports the plate weighing 2200kg. 4. The block weighs 3500 kg. Find force in members AB, AC and AD. O 3G GY12% 20:27= Assignment 350ViewEditAnnotationAssignment 31. The force along the cable AB is 10 kN.3. If the plate is to remain in equilibrium,Represent the force in vector Cartesianfind the tension for all the three cableform.that supports the plate weighing2200kg.2400mmC 1200 mm7m1200 mmA1200 mm2400 mm1 m5 m2 m4. The block weighs 3500 kg. Find forceBin members AB, AC and AD.2. The Cable BC carries a tension force ofAZ500 kN. Find the components of thetension force along BA andperpendicular to BA.4 m1.2 m-「1らm4m1.6 m0.7 mビx300.8 mOマ

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Answered: 1. The force along the cable AB is 10…

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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1. The force along the cable AB is 10 kN.
Represent the force in vector Cartesian
form.
2. The Cable BC carries a tension force of
500 kN. Find the components of the
tension force along BA and
perpendicular to BA.
3. If the plate is to remain in equilibrium,
find the tension for all the three cable
that supports the plate weighing
2200kg.
4. The block weighs 3500 kg. Find force
in members AB, AC and AD.

O 3G GY
12% 20:27
= Assignment 3
50
View
Edit
Annotation
Assignment 3
1. The force along the cable AB is 10 kN.
3. If the plate is to remain in equilibrium,
Represent the force in vector Cartesian
find the tension for all the three cable
form.
that supports the plate weighing
2200kg.
2400
mm
C 1200 mm
7m
1200 mm
A
1200 mm
2400 mm
1 m
5 m
2 m
4. The block weighs 3500 kg. Find force
B
in members AB, AC and AD.
2. The Cable BC carries a tension force of
AZ
500 kN. Find the components of the
tension force along BA and
perpendicular to BA.
4 m
1.2 m-
「1らm
4m
1.6 m
0.7 m
ビx
30
0.8 m
O
マ

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