: Solve the given beam 2 k/ft -15 ft- +6t- El = constant E= 29,000 ksi I- 3,500 in.4 Determine the location of maximum deflection by Integration Method b. Determine the maximum deflection Integration Method. Determine the deflection at midspan between A and B by Superposition Method. d. Determine the slope at point A by Moment-Area Method. e Determine the deflection at point C by Moment-Area Method. Determine the deviation of A relative to tangent drawn at B by Moment- Diagram by Parts. g. Determine the deviation of B relative to tangent drawn at A by Moment- Diagram by Parts. h. Determine the deflection at C by Conjugate Beam Method Determine the slope at B by Conjugate Beam Method. f.

: Solve the given beam 2 k/ft -15 ft- +6t- El = constant E= 29,000 ksi I- 3,500 in.4 Determine the location of maximum deflection by Integration Method b. Determine the maximum deflection Integration Method. Determine the deflection at midspan between A and B by Superposition Method. d. Determine the slope at point A by Moment-Area Method. e Determine the deflection at point C by Moment-Area Method. Determine the deviation of A relative to tangent drawn at B by Moment- Diagram by Parts. g. Determine the deviation of B relative to tangent drawn at A by Moment- Diagram by Parts. h. Determine the deflection at C by Conjugate Beam Method Determine the slope at B by Conjugate Beam Method. f.

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

: Solve the given beam
2 k/ft
-15 ft-
+6ft-
El = constant
E= 29,000 ksi
I= 3,500 in.4
Determine the location of maximum deflection by Integration Method
b. Determine the maximum deflection Integration Method.
Determine the deflection at midspan between A and B by Superposition
Method.
d. Determine the slope at point A by Moment-Area Method.
e Determine the deflection at point C by Moment-Area Method.
Determine the deviation of A relative to tangent drawn at B by Moment-
Diagram by Parts.
g. Determine the deviation of B relative to tangent drawn at A by Moment-
Diagram by Parts.
h. Determine the deflection at C by Conjugate Beam Method
Determine the slope at B by Conjugate Beam Method.
f.

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