A uniform rectangular cross-sectional horizontal beam of length 4 m and depth 150 mm rests on supports at its ends and supports a concentrated load of 10 kN at its mid-point. Determine the maximum tensile and compressive stresses in the beam if it has a second moment of area of 2.8 x 105 m. Assume the weight of the beam is negligible. 10. KN ... A B 2 m +2 m RA + 26.8 MPa and - 28.6 MPa 28.6 MPa and - 26.8 MPa t26.8 MPa D + 28.6 Mpa
A uniform rectangular cross-sectional horizontal beam of length 4 m and depth 150 mm rests on supports at its ends and supports a concentrated load of 10 kN at its mid-point. Determine the maximum tensile and compressive stresses in the beam if it has a second moment of area of 2.8 x 105 m. Assume the weight of the beam is negligible. 10. KN ... A B 2 m +2 m RA + 26.8 MPa and - 28.6 MPa 28.6 MPa and - 26.8 MPa t26.8 MPa D + 28.6 Mpa
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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![A uniform rectangular cross-sectional horizontal beam of length 4 m and depth 150 mm rests on supports at its ends and supports
a concentrated load of 10 kN at its mid-point. Determine the maximum tensile and compressive stresses in the beam if it has a
second moment of area of 2.8 x 105 m4. Assume the weight of the beam is negligible.
10. KN
A
-2 m 2 m
RA
A
+ 26.8 MPa and - 28.6 MPa
+ 28.6 MPa and - 26.8 MPa
+ 26.8 MPa
± 28.6 Mpa](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F47bab54c-953e-4d07-9030-e391662f0bbe%2F47925c76-bab0-4c8b-992b-40136a00d6ce%2Ffvkwxpe_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A uniform rectangular cross-sectional horizontal beam of length 4 m and depth 150 mm rests on supports at its ends and supports
a concentrated load of 10 kN at its mid-point. Determine the maximum tensile and compressive stresses in the beam if it has a
second moment of area of 2.8 x 105 m4. Assume the weight of the beam is negligible.
10. KN
A
-2 m 2 m
RA
A
+ 26.8 MPa and - 28.6 MPa
+ 28.6 MPa and - 26.8 MPa
+ 26.8 MPa
± 28.6 Mpa
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