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 = 10 kips/ft, wcD = 2.5 kips/ft, LAB = 6.0 ft, LBC = 6.0 ft, LcD = 7.0 ft, LDE = 3 ft. Wo WCD X LCD A Answer: (a) 8E = (b) vc = B LAB LBC |C rad in. D LDE E
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 = 10 kips/ft, wcD = 2.5 kips/ft, LAB = 6.0 ft, LBC = 6.0 ft, LcD = 7.0 ft, LDE = 3 ft. Wo WCD X LCD A Answer: (a) 8E = (b) vc = B LAB LBC |C rad in. D LDE E
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; 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 = 10
kips/ft, WCD = 2.5 kips/ft, LAB = 6.0 ft, LBc = 6.0 ft, LcD = 7.0 ft,LDE = 3 ft.
Wo
WCD
E
A
Answer:
(a) 8E=
(b) vc =
B
LAB
LBC
C
rad
in.
LCD
D
LDE](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffa0e3b6a-0184-4521-a5a5-1f0f5e698b5f%2F1db9c7a2-26ba-4b61-a0f3-8d95cffdbddd%2Fzywba8_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 = 10
kips/ft, WCD = 2.5 kips/ft, LAB = 6.0 ft, LBc = 6.0 ft, LcD = 7.0 ft,LDE = 3 ft.
Wo
WCD
E
A
Answer:
(a) 8E=
(b) vc =
B
LAB
LBC
C
rad
in.
LCD
D
LDE
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