1800 lb 800 lb 5' – 0" 2' – 6" 2' – 6" (a) Load diagram A В 10' – 0" RA = 1100 lb = 1500 lb Unloaded position - Tangent line A of beam C В Ac (b) Elastic curve Elastic diagram curve Ус УСА УВА +11,000 (c) Moment diagram by parts (lb-ft) +5500 A C В -9000 -2000

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter9: Deflections Of Beams
Section: Chapter Questions
Problem 9.2.5P: The deflection curve for a cantilever beam AB (sec figure) is given by...
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1800 lb
800 lb
5' – 0"
2' – 6"
2' – 6"
(a) Load diagram
A
В
10' – 0"
RA
= 1100 lb
= 1500 lb
Unloaded position
- Tangent line
A
of beam
C
В
Ac
(b) Elastic curve
Elastic
diagram
curve
УСА
УВА
+11,000
(c) Moment diagram
by parts
(lb-ft)
+5500
A
C
В
-9000
-2000
Transcribed Image Text:1800 lb 800 lb 5' – 0" 2' – 6" 2' – 6" (a) Load diagram A В 10' – 0" RA = 1100 lb = 1500 lb Unloaded position - Tangent line A of beam C В Ac (b) Elastic curve Elastic diagram curve УСА УВА +11,000 (c) Moment diagram by parts (lb-ft) +5500 A C В -9000 -2000
Calculate the deflection at midspan for the
beam in Figure 15.250. The beam is a 4-in.
nominal diameter standard-weight steel pipe.
Neglect the weight of the beam.
Transcribed Image Text:Calculate the deflection at midspan for the beam in Figure 15.250. The beam is a 4-in. nominal diameter standard-weight steel pipe. Neglect the weight of the beam.
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