lem 1 For the given truss JI, 4 JH. Use ony me tho d in solui ng thi s problem. Also indicate whate forre is acting at those shown, determine the force at Members JG , as type of member.s. 20 KN 30 KN 3m Ao KN BO KN 20 KN GO KN E 3 40 KN 4 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Prob.1,2,3

Problem 1
shown, determine
the force at Members JG ,
For the given truss
JI, 9 JH. Use ony me tho d in
whate type or
as
solving thi s problem. Also indieate
forre is acting at
members.
20 KN
30 KN
Ao KN
BO KN
20KN
GO KN E
E
u0 KN
Am - 4 m-
Problem 2
Draw
the
shear
and moment
diagram of o
given beam shown. Points
B
ond D
intenal hinge.
are
18 KN /m
A
升E
Ai nge
lom
Hom-
Problem 3
For the
given beam :
shown, determine the de flection at mid span and
its free
ends. El is constant
2 KN
and is egual
to 50 kN/m?
2 kN
W = 5 kp /m
AT
23.
P m-
Transcribed Image Text:Problem 1 shown, determine the force at Members JG , For the given truss JI, 9 JH. Use ony me tho d in whate type or as solving thi s problem. Also indieate forre is acting at members. 20 KN 30 KN Ao KN BO KN 20KN GO KN E E u0 KN Am - 4 m- Problem 2 Draw the shear and moment diagram of o given beam shown. Points B ond D intenal hinge. are 18 KN /m A 升E Ai nge lom Hom- Problem 3 For the given beam : shown, determine the de flection at mid span and its free ends. El is constant 2 KN and is egual to 50 kN/m? 2 kN W = 5 kp /m AT 23. P m-
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