WCD |C D E LCD Lpe
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in.*). 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 = 14
kips/ft, wCD = 3.5 kips/ft, LaB = 7.0 ft, Lgc = 7.0 ft, LcD = 8.0 ft, LDE = 4 ft.
wo
WCD
|C
D
E
A
LAB
LBC
LCD
LDE](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb575d4aa-617f-4320-be65-135468ab142e%2F24970fcc-ec87-40dc-bccc-3b9029c18a26%2Fz0jadof_processed.png&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; I = 340 in.*). 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 = 14
kips/ft, wCD = 3.5 kips/ft, LaB = 7.0 ft, Lgc = 7.0 ft, LcD = 8.0 ft, LDE = 4 ft.
wo
WCD
|C
D
E
A
LAB
LBC
LCD
LDE
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