HW 2: Determine the deflection at point C of the beam shown in Fig. below by the virtual work method.↓↓2 k/ft30 ftEl constantE = 29,000 ksiI= 2,000 in.4B10 ft-12 kCAc = 0.194 in. ↑

HW 2: Determine the deflection at point C of the beam shown in Fig. below by the virtual work method. 2 k/ft ** ↓ ↓ ↓ ↓ B 30 ft El constant E = 29,000 ksi I= 2,000 in.4 - 10 ft 12 k C Ac = 0.194 in. ↑

HW 2: Determine the deflection at point C of the beam shown in Fig. below by the virtual work method. 2 k/ft ** ↓ ↓ ↓ ↓ B 30 ft El constant E = 29,000 ksi I= 2,000 in.4 - 10 ft 12 k C Ac = 0.194 in. ↑

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

HW 2: Determine the deflection at point C of the beam shown in Fig. below by the virtual work method.
↓↓
2 k/ft
30 ft
El constant
E = 29,000 ksi
I= 2,000 in.4
B
10 ft-
12 k
C
Ac = 0.194 in. ↑

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