Instagram .ill < 10:42 PM Screenshot 2024-08-25 180207.jpg 28% Each of the following problems involve two-dimensional trusses to be modeled using the bar element (in some analysis software this may be called a bar, link, spar, or truss element). In each problem, determine: - the magnitude and location of the maximum deflection, the stress in each member, and the reaction forces. Note: Node numbers, where included, are for reference only and can be changed at the analyst's discretion. Problem 1: E3.1 Each member is steel having E=30(10) psi and the cross-sectional area is 1.2 in.² 1000 lb 1000 lb 1000 lb 1000 lb 31 500 lb 1000 lb 6 ft 11 500 lb 1 3 ft 3ft--3 ft- 3123 10 12 -3 ft 3 ft 3ft
Instagram .ill < 10:42 PM Screenshot 2024-08-25 180207.jpg 28% Each of the following problems involve two-dimensional trusses to be modeled using the bar element (in some analysis software this may be called a bar, link, spar, or truss element). In each problem, determine: - the magnitude and location of the maximum deflection, the stress in each member, and the reaction forces. Note: Node numbers, where included, are for reference only and can be changed at the analyst's discretion. Problem 1: E3.1 Each member is steel having E=30(10) psi and the cross-sectional area is 1.2 in.² 1000 lb 1000 lb 1000 lb 1000 lb 31 500 lb 1000 lb 6 ft 11 500 lb 1 3 ft 3ft--3 ft- 3123 10 12 -3 ft 3 ft 3ft
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
Related questions
Question
i want a displacement and stress equations and mak calculation
Transcribed Image Text:Instagram .ill
<
10:42 PM
Screenshot 2024-08-25 180207.jpg
28%
Each of the following problems involve two-dimensional trusses to be modeled using the bar
element (in some analysis software this may be called a bar, link, spar, or truss element).
In each problem, determine:
-
the magnitude and location of the maximum deflection,
the stress in each member,
and the reaction forces.
Note: Node numbers, where included, are for reference only and can be changed at
the analyst's discretion.
Problem 1:
E3.1 Each member is steel having E=30(10) psi and the cross-sectional area is 1.2 in.²
1000 lb
1000 lb
1000 lb
1000 lb
31
500 lb
1000 lb
6 ft
11
500 lb
1
3 ft 3ft--3 ft-
3123
10 12
-3 ft 3 ft 3ft
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