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 = 9 kips/ft, wcD=4.0 kips/ft, LAB = 5.0 ft, LBc = 5.0 ft, LcD = 7.0 ft, LDE = 3 ft.

Structural Analysis
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Chapter2: Loads On Structures
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Your answer is partially correct.
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 = 9
kips/ft, wcD = 4.0 kips/ft, LAB = 5.0 ft, LBc = 5.0 ft, LCD = 7.0 ft, LDE = 3 ft.
WO
WCD
X
DE
LCD
LDE
Answ
B
LAB
Answer:
(a) BE = 0.004057
(b) vc=
0.16655
LBC
C
rad
in.
Transcribed Image Text:Your answer is partially correct. 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 = 9 kips/ft, wcD = 4.0 kips/ft, LAB = 5.0 ft, LBc = 5.0 ft, LCD = 7.0 ft, LDE = 3 ft. WO WCD X DE LCD LDE Answ B LAB Answer: (a) BE = 0.004057 (b) vc= 0.16655 LBC C rad in.
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