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Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Question
Chapter 10, Problem 10.5.4P
To determine
(a)
Whether the given girder has enough shear strength using LRFD.
To determine
(b)
Whether the given girder has enough shear strength using ASD.
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Students have asked these similar questions
2. Calculate the internal forces in the bar GF and GD in a roof truss as shownbelow. For each bar, indicate if the internal force is tensile or compressive. Usethe section method (snittmetoden). Point A has simple support and D has rollersupport.
SOLVE FOR THE FORCE IN ALL MEMBERS OF THE TRUSS. SHOW SOLUTIONS CLEARLY USING METHOD
OF JOINTS AND WRITE WELL.
0.8m
2.4m
A
BD
BD
3 KN
MEMBER
AB
AC
BC
BE
BF
EF
GE
FG
2m
Av(REACTION @ hinge)
Gv(REACTION @ roller)
C
1m
10KN
B
1m
8KN
3.5m
SUMMARY OF RESULTS
FORCE
E
8KN
1m
F
2.4m
6KN
G
NATURE(T or C)
Answers:
AB =
kN
E
AH =
kN
Determine the force in each member of the loaded truss. All triangles are 3-4-5. Enter a
the member is in tension, negative if in compression.
BC -
kN
C
34kN
kN
BG
E
34 kN
BH -
kN
15 kN
BI =
kN
D
B
kN
kN
A
E
DE
kN
H
G
F
DF =
kN
- 4 panels at 8 m-
DG =
kN
DI
kN
EF =
kN
FG -
kN
GH =
kN
Chapter 10 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
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- Solve 8 th question onlyarrow_forwardSOLVE FOR THE FORCE IN MEMBERS AB, AC, BC, CD, BD, BE, DE, DF & EF. SHOW SOLUTIONS CLEARLY USING METHOD OF JOINTS AND WRITE WELL ALSO SEE LINK UNDER WEEK7 0.8m 2.4m -6KN MEMBER AB AC BC CD BD BE 2m ED DF EF 1m 8KN Av REACTION hinge) EX REACTION @roller) 3m SUMMARY OF RESULTS FORCE 1m 10KN 2.4m 3KN NATURE(I or C)arrow_forwardHand written and clean solution pleasearrow_forward
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