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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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)
Figure
1.5 m
E
-2 m-
3 kN
D
B
-2 m
1 of 1
Identify the zero-force members in the truss.
Check all that apply.
BE
DE
CD
AB
AE
BD
BC
Submit
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Chapter 10 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
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- Determine the smallest safe cross-sectional areas of members CD, CI and CHfor the truss shown. The allowablestress are 100 MPa in tension and 80 MPa in compression. Indicate tension or compression.(Draw the required FBD and answer in ??2).arrow_forwardPLEASE SHOW COMPLETE SOLUTION. THANKS Determine the force in members GE, GC, and BC of the truss shown. Indicate whether the members are in tension or compression. Use method of sections.arrow_forwardAnswers: 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 = kNarrow_forward
- USE METHOD OF SECTION 2 k 2 k 2 k - 5 ft- 5 ft 5 ft- -5 ft A H F 5 ft C 03. FUND-PROB 037 PPeren Calculate forces in members GF, DG, CD for truss shown above.arrow_forwardDraw the FBD and use method of section. Thank youarrow_forwardFor the truss loaded as shown, find all the zero-force members. 5 kN 2 kN D E H G Farrow_forward
- Design any one tension member from the truss shown below. Dead load D = 35 k and live load L = 40 k. Assume U = 1.0. Design using either LRFD or ASD. M A H D B N D E D D 6 at 30 ft = 180 ft K F G D 15 ft 15 ftarrow_forwardPart A - Identifying zero-force members Consider the truss shown below. Identify the zero-force members. A P_ E B D Check all that apply. • View Available Hint(s) ВС АВ ВЕ AE DE CD O CE Submitarrow_forwardSolve 8 th question onlyarrow_forward
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