..s) The beam shown is fixed at A and to be supported by rod BC at B. The beam carries a uniform load w = 24 kN/m throughout its 5-meter span. E = 200 GPa and I = 450 x 106 mm4. Given the following formulas for deflection at free-end of a cantilever beam: 6= (WL^4)/8E1; 6= (PL^3)/3EI; 6= (Pa^2)/6El (3L-a) Where a = intermediate length of the beam ə What is the maximum deflection at the free-end without the rod? . (Input Answer Here: b., ) Compute the force on the rod to eliminate the deflection at the free end. (Input Answer Here: c.) () If the rod is placed at midspan, calculate the force on the rod to eliminate the deflection at the free end. (Input Answer Here: ) tie rod w (kN/m) A L B
..s) The beam shown is fixed at A and to be supported by rod BC at B. The beam carries a uniform load w = 24 kN/m throughout its 5-meter span. E = 200 GPa and I = 450 x 106 mm4. Given the following formulas for deflection at free-end of a cantilever beam: 6= (WL^4)/8E1; 6= (PL^3)/3EI; 6= (Pa^2)/6El (3L-a) Where a = intermediate length of the beam ə What is the maximum deflection at the free-end without the rod? . (Input Answer Here: b., ) Compute the force on the rod to eliminate the deflection at the free end. (Input Answer Here: c.) () If the rod is placed at midspan, calculate the force on the rod to eliminate the deflection at the free end. (Input Answer Here: ) tie rod w (kN/m) A L B
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
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Question
answer A B and C with complete solution and free body diagram
![..s) The beam shown is fixed at A and to be supported by rod BC at B. The beam carries a uniform load w = 24 kN/m throughout
its 5-meter span. E = 200 GPa and I = 450 x 106 mm4.
Given the following formulas for deflection at free-end of a cantilever beam:
6= (WL^4)/8E1; 6= (PL^3)/3E1; 6= (Pa^2)/6El (3L-a)
Where a = intermediate length of the beam
ə
What is the maximum deflection at the free-end without the rod?
.
(Input Answer Here:
b.,
) Compute the force on the rod to eliminate the deflection at the free end.
(Input Answer Here:
c.) () If the rod is placed at midspan, calculate the force on the rod to eliminate the deflection at the free end.
(Input Answer Here:
)
tie rod
w (kN/m)
A
L
B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbf1777d7-1556-4f3d-a469-ce9b8e3dc59d%2Fcc4dc602-95a4-4454-80c5-e61f847fa0db%2Fuewgvo_processed.jpeg&w=3840&q=75)
Transcribed Image Text:..s) The beam shown is fixed at A and to be supported by rod BC at B. The beam carries a uniform load w = 24 kN/m throughout
its 5-meter span. E = 200 GPa and I = 450 x 106 mm4.
Given the following formulas for deflection at free-end of a cantilever beam:
6= (WL^4)/8E1; 6= (PL^3)/3E1; 6= (Pa^2)/6El (3L-a)
Where a = intermediate length of the beam
ə
What is the maximum deflection at the free-end without the rod?
.
(Input Answer Here:
b.,
) Compute the force on the rod to eliminate the deflection at the free end.
(Input Answer Here:
c.) () If the rod is placed at midspan, calculate the force on the rod to eliminate the deflection at the free end.
(Input Answer Here:
)
tie rod
w (kN/m)
A
L
B
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