The simply supported beam consists of a W14 × 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 2.0 kips/ft, LAB = 6.0 ft, Lâc = 6.0 ft, Lcp = 8.0 ft, LDE = 3 ft. LAB Answer: B (a) 0E = WO LBC WCD mïim C LCD D LDE rad = E
The simply supported beam consists of a W14 × 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 2.0 kips/ft, LAB = 6.0 ft, Lâc = 6.0 ft, Lcp = 8.0 ft, LDE = 3 ft. LAB Answer: B (a) 0E = WO LBC WCD mïim C LCD D LDE rad = E
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The simply supported beam consists of a W14 × 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 w0 = 13 kips/ft, wCD = 2.0 kips/ft, LAB = 6.0 ft, LBC = 6.0 ft, LCD = 8.0 ft, LDE = 3 ft.
![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 =
2.0 kips/ft, LAB = 6.0 ft, Lgc = 6.0 ft, LcD = 8.0 ft,
LDE = 3 ft.
LAB
Answer:
B
(a) 0E =
(b) vc =
WO
LBC
WCD
LCD
D
LDE
rad
d
in.
X](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Feaa9af50-5217-48b1-93a6-450af67b4a9f%2F5895ee2f-29eb-4d6e-a580-dc7c0552a5d5%2Fvih5glf_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 =
2.0 kips/ft, LAB = 6.0 ft, Lgc = 6.0 ft, LcD = 8.0 ft,
LDE = 3 ft.
LAB
Answer:
B
(a) 0E =
(b) vc =
WO
LBC
WCD
LCD
D
LDE
rad
d
in.
X
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