SITUATION I:50 kN4 m3 тThe 300mmx500mm beam, 7 metelong is loaded50 kN (4 m from the support).asshown:P1. Find the maximum deflection.6800a.3E!135017150b.13500d.6E!С.Et2. Find the deflection at the pointmeters from the support.3800a.1350b.1000C.1000d.3EIEi3. What would be the changedeflection if the concentrated loadplaced 2 meters from the support?6800a.4900b.135013500d.6E!С.Ei4. Find the slope at the end.400b.800a.3E!350C.400d.6E!5. Find the maximum deflection if thconcentrated load is placed at the freend.6800а.E!1350C.17150b.3E!13500d.El

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The 300mmx500mm beam, 7 mete long is loaded as shown: P 50 kN (4 m from the support). 1. Find the maximum deflection. 6800 a. 3E! 1350 17150 b. 38 13500 d. С.

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

SITUATION I:
50 kN
4 m
3 т
The 300mmx500mm beam, 7 mete
long is loaded
50 kN (4 m from the support).
as
shown:
P
1. Find the maximum deflection.
6800
a.
3E!
1350
17150
b.
13500
d.
6E!
С.
Et
2. Find the deflection at the point
meters from the support.
3800
a.
1350
b.
1000
C.
1000
d.
3EI
Ei
3. What would be the change
deflection if the concentrated load
placed 2 meters from the support?
6800
a.
4900
b.
1350
13500
d.
6E!
С.
Ei
4. Find the slope at the end.
400
b.
800
a.
3E!
350
C.
400
d.
6E!
5. Find the maximum deflection if th
concentrated load is placed at the fre
end.
6800
а.
E!
1350
C.
17150
b.
3E!
13500
d.
El

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