Create a program in C++ , to Solve Engineering Problems. Your program must include the following elements: 1. Welcome Message 2. Problem Description Message (background, required inputs & expected results) 3. Set/Capture Input Data 4. Perform the Main Process (corresponds to the Engineering Problem) 5. Display Results, feedback, and Comments (Based on results) 6. Goodbye Message
Create a program in C++ , to Solve Engineering Problems. Your program must include the following elements: 1. Welcome Message 2. Problem Description Message (background, required inputs & expected results) 3. Set/Capture Input Data 4. Perform the Main Process (corresponds to the Engineering Problem) 5. Display Results, feedback, and Comments (Based on results) 6. Goodbye Message
Database System Concepts
7th Edition
ISBN:9780078022159
Author:Abraham Silberschatz Professor, Henry F. Korth, S. Sudarshan
Publisher:Abraham Silberschatz Professor, Henry F. Korth, S. Sudarshan
Chapter1: Introduction
Section: Chapter Questions
Problem 1PE
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Transcribed Image Text:Create a program in C++ , to Solve Engineering Problems. Your program must include the following
elements:
1. Welcome Message
2. Problem Description Message
(background, required inputs & expected results)
3. Set/Capture Input Data
4. Perform the Main Process
(corresponds to the Engineering Problem)
5. Display Results, feedback, and Comments
(Based on results)
6. Goodbye Message
Transcribed Image Text:3-47. The shear leg derrick is used to haul the 200-kg net of
fish onto the dock. Determine the compressive force along
each of the legs AB and CB and the tension in the winch
cable DB. Assume the force in each leg acts along its axis.
5.6 m
4 m
B
4 m
2 m
-2 m
F = F,
5.6m
AB
6.
=- 0.3333 Fi+ 0.6667 Fj+ 0.6667 F k
4m
= F
i+
6
4
2m
6.
= 0.3333 Fei + 0.6667 Fj+ 0.6667 F k
9.6
= Fgp
4.
FRD
10.4
10.4
Fee
=-0.9231 Fanj - 0.3846 Fn k
200(981)N
FAB
W =- 1962 k
1962N
EF = 0;
- 0.3333 F + 0.3333 F =0
EF, = 0;
0.6667 F, + 0.6667 F-0.9231 F =0
AB
EF = 0;
0.6667 F,+ 0.6667 F-0.3846 F - 1962 = 0
BD
F= 2.52 kN
Ans
F = 2.52 kN
Ans
FRD = 3.64 kN
Ans
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