A simply supported beam, 6m in length, has an initial deflection of 0.50mm at midspan due to its own weight. The said beam is then use to carry the loads as shown. If E=24,870MPA and |=5400x10°mm, determine the following: (Use Area-Moment Method) 1. Weight of the beam in kN/m 2. Maximum Deflection 8kN 5kN 10KN/m 6m
A simply supported beam, 6m in length, has an initial deflection of 0.50mm at midspan due to its own weight. The said beam is then use to carry the loads as shown. If E=24,870MPA and |=5400x10°mm, determine the following: (Use Area-Moment Method) 1. Weight of the beam in kN/m 2. Maximum Deflection 8kN 5kN 10KN/m 6m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A simply supported beam, 6m in length, has an initial deflection
of 0.50mm at midspan due to its own weight. The said beam is
then use to carry the loads as shown. If E=24,870MPA and
1=5400x10€mm, determine the following: (Use Area-Moment
Method)
1. Weight of the beam in kN/m
2. Maximum Deflection
8kN
5KN
10KN/m
6m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff7a56f2b-c8a8-4cbe-a862-afac21e9333d%2F0f18fd93-b239-4e60-8b15-465876d9f330%2Frgos5e_processed.png&w=3840&q=75)
Transcribed Image Text:A simply supported beam, 6m in length, has an initial deflection
of 0.50mm at midspan due to its own weight. The said beam is
then use to carry the loads as shown. If E=24,870MPA and
1=5400x10€mm, determine the following: (Use Area-Moment
Method)
1. Weight of the beam in kN/m
2. Maximum Deflection
8kN
5KN
10KN/m
6m
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