c. What is the vertical deflection at C. The cross-sectional area and moment of inertia of each segment are as shown. E=200GPA. Fixed support is at A. Use unit load method. ABc = 6.5(10³) mm² IBc = 100(10°) mm* - 50 kN AAB = 18(10°) mm² LAB = 400(10°) mm* %3D 1 m %3D B

c. What is the vertical deflection at C. The cross-sectional area and moment of inertia of each segment are as shown. E=200GPA. Fixed support is at A. Use unit load method. ABc = 6.5(10³) mm² IBc = 100(10°) mm* - 50 kN AAB = 18(10°) mm² LAB = 400(10°) mm* %3D 1 m %3D B

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

c. What is the vertical deflection at C. The cross-sectional area and moment of inertia of
each segment are as shown. E=200GPA. Fixed support is at A. Use unit load method.
Авс— 6.5(10') mm?
IBc = 100(10°) mm*
- 50 kN
AAB = 18(10°) mm?
LAB = 400(10°) mm“
1 m
B
3 m

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