PROBLEM 33: A cantilever beam with a concentrated load P. Deflection can be computed by the followin equation. Calculate (plot) the Deflection y( x) along beam length ? (use 100 mm intervals) Given : P (3LX2 – x3) 6EI y = P= 25 kN |- 3.25 x 10*4 m4 E = 21 x 10*6 KPa l- 4.5 m

PROBLEM 33: A cantilever beam with a concentrated load P. Deflection can be computed by the followin equation. Calculate (plot) the Deflection y( x) along beam length ? (use 100 mm intervals) Given : P (3LX2 – x3) 6EI y = P= 25 kN |- 3.25 x 104 m4 E = 21 x 106 KPa l- 4.5 m

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

PROBLEM 33:
A cantilever beam with a concentrated load P. Deflection can be computed by the followin
equation. Calculate (plot) the Deflection y( x) along beam length ? (use 100 mm intervals)
Given :
y =
(3Lx² – x³)
6EI
P- 25 kN
| = 3.25 x 10^4 m4
E = 21 x 10*6 KPa
[ = 4.5 m
SOLUTION 33 :
B
-L

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