SHOW THE FOLLOWING: 1. COMPUTATION OF REACTIONS 2. SHEAR AND MOMENT DIAGRAM 3. MAXIMUM BENDING MOMENT @ THE LOACTION OF THE MAXIMUM DEFLECTION 4. VALUE OF THE MAXIMUM DEFLECTION (A/B). A beam 7 m long is simply supported at its ends and loaded as follows: 120 kN at 1 m from one end A, 20kNat 4 m from A and 60 kN at 5 m from A. Calculate the position and magnitude of the maximum deflection. The second moment of area of the beam section is 400 x 10-m* and E for the beam material is 210 GN/m?.
SHOW THE FOLLOWING: 1. COMPUTATION OF REACTIONS 2. SHEAR AND MOMENT DIAGRAM 3. MAXIMUM BENDING MOMENT @ THE LOACTION OF THE MAXIMUM DEFLECTION 4. VALUE OF THE MAXIMUM DEFLECTION (A/B). A beam 7 m long is simply supported at its ends and loaded as follows: 120 kN at 1 m from one end A, 20kNat 4 m from A and 60 kN at 5 m from A. Calculate the position and magnitude of the maximum deflection. The second moment of area of the beam section is 400 x 10-m* and E for the beam material is 210 GN/m?.
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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![SHOW THE FOLLOWING:
1. COMPUTATION OF REACTIONS
2. SHEAR AND MOMENT DIAGRAM
3. MAXIMUM BENDING MOMENT @ THE LOACTION OF THE MAXIMUM DEFLECTION
4. VALUE OF THE MAXIMUM DEFLECTION
(A/B). A beam 7 m long is simply supported at its ends and loaded as follows: 120 kN at 1 m from one end A,
20kN at 4 m from A and 60 kN at 5 m from A. Calculate the position and magnitude of the maximum deflection. The
second moment of area of the beam section is 400 x 10-m* and E for the beam material is 210 GN/m².](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8bffeb38-6932-48f7-a8ea-8855f99ae31a%2F3e3e70be-b444-4f1b-ae0c-e6cacc1d987c%2F84k9nrr_processed.jpeg&w=3840&q=75)
Transcribed Image Text:SHOW THE FOLLOWING:
1. COMPUTATION OF REACTIONS
2. SHEAR AND MOMENT DIAGRAM
3. MAXIMUM BENDING MOMENT @ THE LOACTION OF THE MAXIMUM DEFLECTION
4. VALUE OF THE MAXIMUM DEFLECTION
(A/B). A beam 7 m long is simply supported at its ends and loaded as follows: 120 kN at 1 m from one end A,
20kN at 4 m from A and 60 kN at 5 m from A. Calculate the position and magnitude of the maximum deflection. The
second moment of area of the beam section is 400 x 10-m* and E for the beam material is 210 GN/m².
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