Calculate the deflections in B, which is in the middle of the central section, using the CONJUGATE BEAM METHOD. (USE FOR THE TABLE THE VALUE OF THE INERTIA IN EACH SECTION) E=29 000 Ksi , l=see table ( in4) P1 P2 q=k/ft B L1 L2 L3 11 12 13| P1 P2 q L1 L2 L3 11 12 13 60 80 9. 15 44 13 4500 5000 3400

Calculate the deflections in B, which is in the middle of the central section, using the CONJUGATE BEAM METHOD. (USE FOR THE TABLE THE VALUE OF THE INERTIA IN EACH SECTION) E=29 000 Ksi , l=see table ( in4) P1 P2 q=k/ft B L1 L2 L3 11 12 13| P1 P2 q L1 L2 L3 11 12 13 60 80 9. 15 44 13 4500 5000 3400

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

Calculate the deflections in B, which is in
the middle of the central section, using the
CONJUGATE BEAM METHOD.
(USE FOR THE TABLE THE VALUE OF THE
INERTIA IN EACH SECTION)
E=29 000 Ksi , 1 =see table ( in4)
P1
P2
q=k/ft
B
L1
L2
L3
12
13|
P1
P2
L1
L2
L3
11
12
13
60
80
9.
15
44
13
4500
5000
3400

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