Show your complete solution clearly and neatly. Provide drawing and free body diagram.Problem 1: Determine the slope and deflection of the beam at points B and C using doubleintegration method. Assume constant El. Use P= 10 kN, E = 200,000 MPa and 1=1,000,000 mm.AJW -Awww20 kN/m2 mw5 mBProblem 2: The beam is loaded as shown below. Determine the slope and deflection at apoint located 2 meters from the left support. Assume constant El. Use o = 15 kN/m, E =200,000 MPa and I = 1,000,000 mm".B*2 mC5 mP2 mD5 m30 kN/mD

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Problem 1: Determine the slope and deflection of the beam at points B and C using double. integration method. Assume constant El. Use P= 10 kN, E = 200,000 MPa and I 1,000,000 mm". A WI 20 kN/m 2 m B 2 m C P 2 m D

Problem 1: Determine the slope and deflection of the beam at points B and C using double. integration method. Assume constant El. Use P= 10 kN, E = 200,000 MPa and I 1,000,000 mm". A WI 20 kN/m 2 m B 2 m C P 2 m D

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

Show your complete solution clearly and neatly. Provide drawing and free body diagram.
Problem 1: Determine the slope and deflection of the beam at points B and C using double
integration method. Assume constant El. Use P= 10 kN, E = 200,000 MPa and 1=
1,000,000 mm.
AJ
W -
A
www
20 kN/m
2 m
w
5 m
B
Problem 2: The beam is loaded as shown below. Determine the slope and deflection at a
point located 2 meters from the left support. Assume constant El. Use o = 15 kN/m, E =
200,000 MPa and I = 1,000,000 mm".
B
*
2 m
C
5 m
P
2 m
D
5 m
30 kN/m
D

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Step 1: Given

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Step 2: Support Reaction

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Step 3: Double integration

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Step 4: Slope & Deflection at point B and C

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