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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Chapter 10, Problem 10.7.5P
To determine
Design of bearing stiffeners for the girder of Problem
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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
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).
Each bar of the truss has a rectangular cross section, 30 mm by 60 mm. Determine
the maximum vertical load P that can be applied at B if the working stresses are
100 MPa in tension and 80 MPa in compression. (A reduced stress in compression
is specified to reduce the danger of buckling.)
B
8m
Gm
10m
Chapter 10 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
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- 2. Calculate the internal forces in the bar GF and GD in a roof truss as shown below. For each bar, indicate if the internal force is tensile or compressive. Use the section method (snittmetoden). Point A has simple support and D has roller support.arrow_forwardUSE 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_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_forward
- 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.arrow_forwardI need the answer as soon as possiblearrow_forward12-39. The double-web girder is constructed from two plywood sheets that are secured to wood members at its top and bottom. If each fastener can support 3 kN in single shear, determine the required spacing s of the fasteners needed to support the loading P= is kN. Assume A is pinned and B is a raller. S0 mm Iso mm 250 mm -1.2 |50 mm s0 mm HIso mmF 12 mm 12 mmarrow_forward
- 2arrow_forwardDesign the W14 section column AB of the frame shown. Assume it is unbraced along the x axis andbraced in the weak y direction. The loads on the column are dead load D = 200 kips and live load L = 600kips. First determine the effective length factor K via nomographs. All girders (beams) are W16 × 100.arrow_forwardcheck the stress in member BD, DE, and EG using method of sectionsarrow_forward
- Determine the force in member AB of the truss below. Indicate as positive if the member is in tension and negative (-) if the member is in compression. Provide the answer in kips t H 1.5 k F 2 k 2 k G B C . 8 ft 8 ft -8 ft 8 ft E D 4 ft Q Search securySearch 5 17 & 8arrow_forwardCurrent Attempt in Progress Determine the force in each member of the loaded truss. All triangles are equilateral with side length d. The forces are positive if in tension, negative if in compression. Answers: AB- AG- BC- BG- CD- CF- CG- DE- DF- EF- FG- i i i i G 8.2 KN d F 8.6 KN 3 3 3 3 3 3 kN kN kN kN kN kN 3 3 3 kN kN D Earrow_forwardDetermine the force in member CE of the truss below. Indicate as positive if the member is in tension and negative (-) if the member is in compression. Provide the answer in kN G 3 m 1981 A E 1839 B -2 m- ce po C 5 kN -2 m- -2 m- 5 kN D 5 kNarrow_forward
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