Business Driven Information Systems
6th Edition
ISBN: 9781260004717
Author: Paige Baltzan
Publisher: MCGRAW-HILL HIGHER EDUCATION
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Chapter 8, Problem 3OCQ
To determine
To explain with an example that how 3D printing might affect the global economy.
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Problem 14: Determine the reactions at the pin A, and the tension in cord. Neglect the
thickness of the beam.
F1=26kN
F2
13
12
80°
-2m
3m
Problem 22: Determine the force in members GF, FC, and CD of the bridge truss and state
if the members are in tension or compression.
F
15 ft
B
D
-40 ft
40 ft
-40 ft
40 ft-
5 k
10 k
15 k
30 ft
E
Problem 20: Determine the force in members BC, HC, and HG. After the truss is sectioned
use a single equation of equilibrium for the calculation of each force. State if the members
are in tension or compression.
5 kN
4 kN
4 kN
3 kN
2 kN
B
D
E
F
3 m
-5 m-
-5 m-
5 m
5 m-
Chapter 8 Solutions
Business Driven Information Systems
Ch. 8 - Prob. 1OCQCh. 8 - Prob. 2OCQCh. 8 - Prob. 3OCQCh. 8 - Prob. 4OCQCh. 8 - Prob. 5OCQCh. 8 - Prob. 6OCQCh. 8 - Prob. 1RQCh. 8 - Prob. 2RQCh. 8 - Prob. 3RQCh. 8 - Prob. 4RQ
Ch. 8 - Prob. 5RQCh. 8 - Prob. 6RQCh. 8 - Prob. 7RQCh. 8 - Prob. 8RQCh. 8 - Prob. 9RQCh. 8 - Prob. 10RQCh. 8 - Prob. 11RQCh. 8 - Prob. 12RQCh. 8 - Prob. 13RQCh. 8 - Prob. 1CCOCh. 8 - Prob. 2CCOCh. 8 - Prob. 3CCOCh. 8 - Prob. 4CCOCh. 8 - Prob. 5CCOCh. 8 - Prob. 1CCTCh. 8 - Prob. 2CCTCh. 8 - Prob. 3CCTCh. 8 - Prob. 4CCTCh. 8 - Prob. 1CBTCh. 8 - Prob. 2CBTCh. 8 - Prob. 3CBTCh. 8 - Prob. 4CBTCh. 8 - Prob. 5CBTCh. 8 - Prob. 6CBTCh. 8 - Prob. 7CBTCh. 8 - Prob. 8CBTCh. 8 - Prob. 9CBTCh. 8 - Prob. PIAYKBPCh. 8 - Prob. PIIAYKBPCh. 8 - Prob. PIIIAYKBPCh. 8 - Prob. PIVAYKBPCh. 8 - Prob. PVAYKBPCh. 8 - Prob. PVIAYKBPCh. 8 - Prob. PVIIAYKBPCh. 8 - Prob. PVIIIAYKBP
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- Problem 3: Four-Force Equilibrium Knowing the forces in members A and C, determine the force of B and D, assuming the system is in equilibrium. A structural joint is held in equilibrium by four forces acting along different members. • Member A applies a force of 4 kN at an angle of 60° above the positive x-axis. • Member C applies a force of 2 kN horizontally to the left along the x-axis. • Member B applies an unknown force along the horizontal direction. • Member D applies an unknown force at an angle of 45° above the negative x-axis. Determine the forces in members B and D, assuming the system is in static equilibrium. 4 kN 2 kN C 45° A D 60° FB Barrow_forwardProblem 18: Determine the force in each member of the truss. State if the members are in tension or compression. 3 ft 3 ft 3 ft B D 4 ft 4 ft. 130 lb Earrow_forwardProblem 16: Determine the force in each of the member of the truss and state if the members are in tension or compression. Set P₁ = 10 kN, P2 = 8 kN. 2 m G F E A A 1 m B 2 m 1 m P1 Darrow_forward
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