The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; 1= 340 in.4]. For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume wo = 13 kips/ft, WcD = 6.0 kips/ft, LAB = 6.0 ft, LBc = 6.0 ft, LCD = 7.0 ft, LDE = 3 ft. L Part 1 Answer: By = i Wo B LAB + LBC kips Ey = i C WCD LCD D LDE Calculate the reaction forces at the supports. Upward forces are positive. E X
The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; 1= 340 in.4]. For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume wo = 13 kips/ft, WcD = 6.0 kips/ft, LAB = 6.0 ft, LBc = 6.0 ft, LCD = 7.0 ft, LDE = 3 ft. L Part 1 Answer: By = i Wo B LAB + LBC kips Ey = i C WCD LCD D LDE Calculate the reaction forces at the supports. Upward forces are positive. E X
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 9.5.5P: A cantilever beam of a length L = 2.5 ft has a rectangular cross section {b = 4in,, h = Sin,) and...
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Question
![The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E =
29,000 ksi; 1= 340 in.4]. For the loading shown, use discontinuity functions to compute (a) the
slope of the beam at E and (b) the deflection of the beam at C. Assume wo = 13 kips/ft, WcD =
6.0 kips/ft, LAB = 6.0 ft, LBc = 6.0 ft, LCD = 7.0 ft, LDE = 3 ft.
Lus
Part 1
Answer:
By =
i
Wo
B
LAB + LBC
kips
Ey =
i
C
WCD
LCD
D
LDE
Calculate the reaction forces at the supports. Upward forces are positive.
E
X](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F70ae18fa-4616-48a0-8ab9-3642194406c1%2F17bbae51-1830-448c-bc7e-204ec6ad7969%2Fyqnzbuc_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E =
29,000 ksi; 1= 340 in.4]. For the loading shown, use discontinuity functions to compute (a) the
slope of the beam at E and (b) the deflection of the beam at C. Assume wo = 13 kips/ft, WcD =
6.0 kips/ft, LAB = 6.0 ft, LBc = 6.0 ft, LCD = 7.0 ft, LDE = 3 ft.
Lus
Part 1
Answer:
By =
i
Wo
B
LAB + LBC
kips
Ey =
i
C
WCD
LCD
D
LDE
Calculate the reaction forces at the supports. Upward forces are positive.
E
X
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9781337093347
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