Problem 1: The beam ACB supports a concentrated moment (M. = 200 lb-ft), a concentrated force (F= 300 lb), and a triangular distributed load (q. = 600 lb/ft) at the locations shown. Point B is a pin, and point A is a roller. Use E = 10 × 106 psi and I = 0.5 inª. You are required to use the Singularity Function Method to solve this problem. Determine: A 3 ft 600 lb/ft -2 ft 300 lb Į C 2 ft 200 lb-ft B (a) The elastic curve equation y(x), including values for the integration constants C₁ and C₂. (b) The vertical deflection at point C (in inches).

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Problem 1: The beam ACB supports a concentrated moment (M. = 200 lb-ft), a concentrated
force (F= 300 lb), and a triangular distributed load (qo = 600 lb/ft) at the locations shown. Point
B is a pin, and point A is a roller. Use E = 10 × 106 psi and I = 0.5 in. You are required to use
the Singularity Function Method to solve this problem. Determine:
Ak
3 ft
600 lb/ft
-2 ft
300 lb
Į
C
-2 ft
200 lb-ft
B
(a) The elastic curve equation y(x),
including values for the integration
constants C₁ and C₂.
(b) The vertical deflection at point C
(in inches).
Transcribed Image Text:Problem 1: The beam ACB supports a concentrated moment (M. = 200 lb-ft), a concentrated force (F= 300 lb), and a triangular distributed load (qo = 600 lb/ft) at the locations shown. Point B is a pin, and point A is a roller. Use E = 10 × 106 psi and I = 0.5 in. You are required to use the Singularity Function Method to solve this problem. Determine: Ak 3 ft 600 lb/ft -2 ft 300 lb Į C -2 ft 200 lb-ft B (a) The elastic curve equation y(x), including values for the integration constants C₁ and C₂. (b) The vertical deflection at point C (in inches).
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