Find the deflection at the point of application of the load. The moment diagram for the load P is triangular with a magnitude of PL/4 at the center of the beam. The moment diagram for the unit load at the center of the beam is the same shape with a magnitude of L/4 at the center of the beam. Use P = 1 kips, E = 29,000 ksi, L = 5 ft, and I = 50 in4. Provide your answer in inches to three decimals. EI EI/2 t 42

Find the deflection at the point of application of the load. The moment diagram for the load P is triangular with a magnitude of PL/4 at the center of the beam. The moment diagram for the unit load at the center of the beam is the same shape with a magnitude of L/4 at the center of the beam. Use P = 1 kips, E = 29,000 ksi, L = 5 ft, and I = 50 in4. Provide your answer in inches to three decimals. EI EI/2 t 42

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

Find the deflection at the point of application of the load. The moment
diagram for the load P is triangular with a magnitude of PL/4 at the center of
the beam. The moment diagram for the unit load at the center of the beam is
the same shape with a magnitude of L/4 at the center of the beam. Use P = 1
kips, E = 29,000 ksi, L = 5 ft, and I = 50 in“. Provide your answer in inches to
three decimals.
Eエ
EI/2
t 42

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