The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; I = 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 = 8 kips/ft, wcD = 4.5 kips/ft, LAB = 7.5 ft, LBc = 7.5 ft, LCD = 10.5 ft, LDE = 4 ft. wo WCD A B C D LAB LBC LCD LDE Answer: (a) OE = rad (b) vc = in.
The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; I = 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 = 8 kips/ft, wcD = 4.5 kips/ft, LAB = 7.5 ft, LBc = 7.5 ft, LCD = 10.5 ft, LDE = 4 ft. wo WCD A B C D LAB LBC LCD LDE Answer: (a) OE = rad (b) vc = in.
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 - 8
kips/ft, WCD - 4.5 kips/ft, LAB - 7.5 ft. Lac - 7.5 ft. LCD - 10.5 ft, LDE - 4 ft.
W.CD
![The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; I = 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 = 8
kips/ft, wcD = 4.5 kips/ft, LAB = 7.5 ft, LBc = 7.5 ft, LCD = 10.5 ft, LDE = 4 ft.
wo
WCD
A
B
C
D
LAB
LBC
LCD
LDE
Answer:
(a) OE =
rad
(b) vc =
in.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F243b31d1-27fc-4fd0-9023-faf5cc53d0e5%2Fc9eeec7a-dff1-4fc6-bfdd-d7d277694225%2F5kwmw9_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.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 = 8
kips/ft, wcD = 4.5 kips/ft, LAB = 7.5 ft, LBc = 7.5 ft, LCD = 10.5 ft, LDE = 4 ft.
wo
WCD
A
B
C
D
LAB
LBC
LCD
LDE
Answer:
(a) OE =
rad
(b) vc =
in.
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