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Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 9, Problem 11P
To determine
Find the maximum tensile and compressive axial forces in member DI.
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Problem 1. Find the stresses in members BC, BD, and CF for the truss shown in Fig. P-1. Indicate
the tension or compression. The cross-sectional area of each member is 1600 mm².
10 kN/m
A
R₁
4 m
80KN
40 kN
3m
Problem 2. Determine the reaction R₁ and R₂ for the beam shown in Fig. P-2
60KN
Figure P-1
Figure P-2
3 m
6 m
4 m
B
R₂
4 m
20 KN
2 m
9.11 For the truss of Problem 8.51, determine the maximum
tensile and compressive axial forces in member DI due to a
concentrated live load of 40 k, a uniformly distributed live load
of 4 k/ft, and a uniformly distributed dead load of 2 k/ft.
A
H
B
FIG. P8.51
K
C
D
6 panels at 16 ft = 96 ft-
E F
G
14 ft
8 ft
12 ft
Prob. 2.2-14. The three-member frame structure in Fig.
P2.2-14 is subjected to a downward vertical load P at pin C.
The pins at B, C, and D apply axial loads to members BD
and CD, whose cross-sectional areas are A = 0.5 in² and
A2 = 1.0 in², respectively. (a) If the axial stress in member
BD is o = 1200 psi, what is the value of force P? (b) What
is the corresponding axial stress, 02, in member CD?
- 12 in.→|-- 12 in.-
9 in.
B
9 in.
C
(1),
32 in.
P
(2)
D
Chapter 9 Solutions
Structural Analysis, Si Edition (mindtap Course List)
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- PROB 2 For the truss shown in Fig. 2 Determine the stress in member CE, CD and BD. The cross-sectional area of F each member is 850 mm ². 2 m B 2 m 20 KN D 2 m 15 KN F 2 m f 25 KN 1.5marrow_forwardDetermine the magnitudes of the maximum tensile and compressive normal stresses on the transverse plane B-B in the straight portion of the structure shown in Fig. P7-184. The member is braced perpendicular to the plane of symmetry. 100 mm 50 mm 75 mm 50 mm H Section B-B -150 mm ANSWER: OL= 25.9MPa,oR= -28.5 MPa 3 4 50 KN -750 mm B C 1200 mm D Barrow_forwardQ2/Determine the reactions and the force in each member of the trusses shown in Fig 2 using the metho of consistent deformations. D (5000 mm) (5000 unm) 3 m (4000 mm) C (5000 mm) B (5000 mm) 100 kN 2 pancls at 4 m 8 m E= 200 GPa mm-) 000 (日 1000arrow_forward
- 1. Determine the reactions and the force in each member of the truss shown in Fig. below by the method of consistent deformations. -3 panels at 4 m 12 m- A (38 cm) B (38 cm) C 38 cm?) p 3m 20 KN (38 cm) F E=2 x 10 MPa 90 KN (38 cm Q5 cm) (38 cm)arrow_forwardQ1: The steel shaft shown in Fig. is subjected to tw concentrated torques at B and C. If the shear modul of the steel material G is 80 GPa, determine: 1. The total angle of twist at the free end at C. / maximum shear strain Y max in each segment shaft AB and BC.arrow_forwardQ. 2: For the truss shown in Fig. Q2 a) Determine the components of the reactions at A and E. b) Determine the magnitude of the force in each member of the truss using the method of joints. c) State if each member in (b) above is in compression or tension. L 5 m LIBE 5 m B D 10 KN 4 m fig. Q2: A truss under load. 20 KNarrow_forward
- 0.5 in. B 1.8 in. C Fig. P1.60 1.61 For the assembly and loading of Prob. 1.60, determine (a) the average shearing stress in the pin at C, (b) the average bearing stress at C in member BC, (c) the average bearing stress at B in member BC. 5 kips 5 kips 0.5 in. 1.8 in.arrow_forwardA snow load transfers the forces as shown in Fig. for Q. No. 01 to the upper joints of a Pratt roof truss. Neglect any horizontal reactions at the supports and compute the forces at member CD, CF and GF. 1 kN 1 kN 1 kN 1 kN B D 1 kN 2 m A E 2 m н 2m G 2 m F 2 marrow_forwardDetermine the reactions and draw the shear and bending moment diagrams for the three-span continuous beam shown in Fig. 13.21(a) due to the uniformly distributed load and due to the support settlements of 5/8 in. at B, 11 2 in. at C, and 3/4 in. at D. Use the method of consistent deformations.arrow_forward
- Q-1 The fixed-end beam is subjected to a concentrated moment "M" at midspan as shown in Fig. 1. Use the method of consistent deformations to determine the reaction components and draw the shear force and bending moment diagrams for the beam. (constant EI). Fig.1arrow_forwardAsiacell Asiacell 2_52830267386... -> H.W3 The simply supported beam diameter 50 mm shown in Fig. (a) supports 30-kN concentrated force at B and a 40-kN•m couple at D. A) Sketch the shear force and beading moment diagrams. B) Calculate the maximum bending stress and the maximum shear stress of the beam. Neglect the weight of the beam. Pn= 30 kN 3 m 4 m 3 m E B Cp= 40 KN•M (a) 2 ...arrow_forwardThe beam shown in Fig. is made from two boards. Draw the shear stress at (A.B.C.D) to hold the hoards together along the seam where they are joined 6.5KN/ 150 m 4m B D 30 mm 150 mm 30 mmarrow_forward
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