The indeterminate beam is loaded as shown. The beam settles 5 mm at support B. The flexuralrigidities (EI) of members AB and BC are 2EI and EI, respectively. Using Slope DeflectionMethod, determine the moments at A, B and C. Use the following values: w = 12 kN/m, P = 24kN, E = 200,000 MPa, and I = 2,000,000 mm*.24 KN12 kN/mC10 m1-24 4 mAΒΩ4 m

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ideterminate beam is loaded as shown. The beam settles 3 mm at supp ies (EI) of members AB and BC are 2EI and EI, respectively. Using od, determine the moments at A, B and C. Use the following values: w = 200,000 MPa, and I = 2,000,000 mm². 24 KN 12kN/m 10 m A ΒΩ B 4 m 4 m C

ideterminate beam is loaded as shown. The beam settles 3 mm at supp ies (EI) of members AB and BC are 2EI and EI, respectively. Using od, determine the moments at A, B and C. Use the following values: w = 200,000 MPa, and I = 2,000,000 mm². 24 KN 12kN/m 10 m A ΒΩ B 4 m 4 m C

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

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

The indeterminate beam is loaded as shown. The beam settles 5 mm at support B. The flexural
rigidities (EI) of members AB and BC are 2EI and EI, respectively. Using Slope Deflection
Method, determine the moments at A, B and C. Use the following values: w = 12 kN/m, P = 24
kN, E = 200,000 MPa, and I = 2,000,000 mm*.
24 KN
12 kN/m
C
10 m
1-24 4 m
A
ΒΩ
4 m

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