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: 120kN 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/m².
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: 120kN 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/m².
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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