Tension/CompressionMembersForcesa.ABBDDCAEBFDF3.EFECAC B4.5m3.4m-2.871.5mFind the forces in all members of the mussShown in the figure · Determine whether theyare in tension or compression.Make a summany anddraw a final FBD.R- 14. 0 KNP2 = 24.5 KNIL

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Answered: B 4.5m 主 P2 3. 4m 1.5 m 2.8nH.5m Find…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The two bars are used to support load P. When unloaded, joint B has coordinates (0, 0). After load P is applied, joint B moves to the coordinate position (-0.56 in., -0.14 in.). Assume a = 19 ft, b = 38 ft, c = 13 ft, and d = 26 ft. Determine the normal strain in each bar.
The two bars are used to support load P. When unloaded, joint B has coordinates (0, 0). After load P is applied, joint B moves to the coordinate position (-0.47 in., -0.12 in.). Assume a = 11 ft, b = 22 ft, c = 8 ft, and d = 16 ft. Determine the normal strain in each bar.
A simply supported wood beam that is 9.3 m long carries a 31 kN concentrated load at B. The cross-sectional dimensions of the beam are b = 160 mm, d = 400 mm, a = 80 mm, and c = 30 mm. Section a-a is located at x = 1.6 m from B. (a) At section a-a, determine the magnitude of the shear stress in the beam at point H. (b) At section a-a, determine the magnitude of the shear stress in the beam at point K. (c) Determine the maximum horizontal shear stress that occurs in the beam at any location within the entire span. (d) Determine the maximum tensile bending stress that occurs in the beam at any location within the entire length. a Н to A a В K 2L 3 3 Answer: kPa (a) TH = i kPa (b) TK = i kPa (c) Tmax = i MPa (d) Omax = i
The block slides down an incline. It starts from rest and, after moving 6 ft, strikes a spring (k= 100 lb/in). Determine the maximum deformation of the spring. Coeff fr= 0.20. 600 lb 6' WW 3 4
4
Determine the force in each member of the truss shown. Use a=1m, b=3.1m and P= 10 kN. Box your final answers. 4@4m=16m P 18 kN B a 5m 6m G 5m 27 kN 36 KN
The steel beam has the cross-sectional area shown. If w = 5.2 kip/ft, determine the absolute maximum bending stress in the beam where: L1= 6 ft; L2 =9 ft; bf = 8.5 in; and tw 0.3 in %3D E L1 L2 L1 - C0.30 in. tw 10 in. :0.30 in.
A simply supported wood beam that is 9.3 m long carries a 31 kN concentrated load at B. The cross-sectional dimensions of the beam are b = 160 mm, d = 400 mm, a = 80 mm, and c = 30 mm. Section a-a is located at x = 1.6 m from B. (a) At section a-a, determine the magnitude of the shear stress in the beam at point H. (b) At section a-a, determine the magnitude of the shear stress in the beam at point K. (c) Determine the maximum horizontal shear stress that occurs in the beam at any location within the entire span. (d) Determine the maximum tensile bending stress that occurs in the beam at any location within the entire length. P y H a A a B C 2L 3 Answer: (a) TH = i kPa kPa (b) TK = i kPa (c) Tmax = i MPa (d) Omax= i
The two bars are used to support load P. When unloaded, joint B has coordinates (0,0). After load P is applied, joint B moves to the coordinate position (-0.65 in., -0.10 in.). Assume a = 20 ft, b = 40 ft, c = 14 ft, and d = 28 ft. Determine the normal strain in each bar. a b C (2) (1) Answer: EAB = i &BC= i P B με με d
A: Without any solutions, identify the zero-force members. B: Determine the forces in the members identified by "x" using two sections ONLY. 70 KN S0 KN 50 KN 6 m 14 m= 16 m
For the truss shown, determine the maximum axial stress experienced. P= 70 Ex. (1.5P) = 1.5(70) = 105 (2.5P) = 2.5(70) = 175
Give me the solution of these with these answers: 2. ?? = 107.725 MPa 3. the shear stress in the anchorbolts. Ans: ? = 91.44 Mpa

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B 4.5m 主 P2 3. 4m 1.5 m 2.8nH.5m Find the forces in all members of the muss Shown in the figure · Determine whether they are in tension or compression. Make a summany and draw a final FBD. R- 14. 0 KN 2 = 24.5 KN