DEFLECTION OF BEAM BY AREA-MOMENT METHOD PLATE #3 10 KN 0.60m 0.60m 17.55 D 33.80 KN E 6.30m 10 KN 0.75m 0.75m 17.55 N 1.20m 1. Draw the shear and moment diagram and label their corresponding values. 2. Find the deflection at the point of zero shear. Use E= 200,000 MPa 1.50m I 1,034 x 10^6 mm^4 F

DEFLECTION OF BEAM BY AREA-MOMENT METHOD PLATE #3 10 KN 0.60m 0.60m 17.55 D 33.80 KN E 6.30m 10 KN 0.75m 0.75m 17.55 N 1.20m 1. Draw the shear and moment diagram and label their corresponding values. 2. Find the deflection at the point of zero shear. Use E= 200,000 MPa 1.50m I 1,034 x 10^6 mm^4 F

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

DEFLECTION OF BEAM BY AREA-MOMENT METHOD
PLATE #3
C
10 KN
0.60m 0.60m
17.55
33.80 K
E
6.30m
10 KN
0.75m 0.75m
17.55
KN
1.20m
1. Draw the shear and moment diagram and label their
corresponding values.
2. Find the deflection at the point of zero shear.
Use E= 200,000 MPa
1.50m
I 1,034 x 10^6 mm^4
F

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Step 2: Determine support reactions

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Step 3: Plot shear force diagram

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Step 4: Plot bending moment diagram

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Step 5: Plot the deflection profile

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Step 6: Determine deflection at point of zero shear force

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Step 7: Determine deflection at point of zero shear force

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