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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Determine the force in each member of the loaded truss. All triangles are 3-4-5. Indicate
whether it is compression or tension. Use method of joint.
40KN
A
32 KN
B
H
C
N
G
4 panels at 8 m-
22 KN
F
D
E
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
1. Determine the force in each member of the loaded truss. All triangles are 3-4-5. Indicate
whether it is compression or tension. Use method of joint.
C 40KN
B
XX
H
G
-4 panels at 8 m-
A
32 KN
22 KN
F
D
E
Chapter 10 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
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- 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_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_forwardhe 40-Kip vertical load at Joint C i the stec ying table. The cross-sectional ay er is given in the table. The elastic t (in.) of Joint C is most ‘nearl; FE CIvIL PRACTICE EXAM iven in the el truss shown below produces the foroles e rea of each member is 4.0 in’, and the length S modulus of steel is 29,000 ksi. The downward y: Member Rorce ki Length, L (kips) i AB 500 BC 492 cp 750 AD -30.0 BD 2250arrow_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 each member of the loaded truss. All triangles are 3-4-5. Indicate whether it is compression or tension. Use method of joint. 40KN 32 KN B H C G -4 panels at 8 m 22 KN D F 4 Earrow_forward
- Determine 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_forwardSOLVE 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)arrow_forward1. The figure shows a truss supported by a pin at A, a roller at G and loaded as shown. Using the method of sections, determine the force in members JK, JC and DC. State whether each member is in tension (T) or comptession (C). 4hN 4kN 2kN 4m 3EN B DE E 2m eacharrow_forward
- Bearing P plate Let the allowable stresses in the post be ost=120MPaand oco=6MPA. Compute the maximum safe axial load P that may be applied. The moduli of elasticity are 200 GPafor steel and 14 GPafor a concrete. Each steel bar has cross-sectional area of 900mm2. Steel - Concrete - 300 mm 300 mmarrow_forwardb) This is a concrete frame (the interior lines represent reinforcing bars), If P is dead load, draw the BMD and the SFD as a result of ULTIMATE LOAD. 6.0 ft. P= 1.0 Kip Own weight of the beam = 1.0 kip/ft. (Uniform dead load)arrow_forwardQ4: Calculate the forces induced in members KL, CL, and CB by the 20-ton load on the cantilever truss. M L. K 26 16' G E B A 6 panels at 12 20 tonsarrow_forward
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