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 = 3.0 kips/ft, LAB = 9.0 ft, LBC = 9.0 ft, LCD = 10.5 ft, LDE = 5 ft.

Elements Of Electromagnetics
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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 = 3.0 kips/ft, LAB = 9.0 ft, LBC = 9.0 ft, LCD = 10.5 ft, LDE = 5 ft.

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 = 13
kips/ft, wCD = 3.0 kips/ft, LAB = 9.0 ft, LBc = 9.0 ft, LcD = 10.5 ft, LDE = 5 ft.
%3D
%3D
wo
WCD
A
B
|C
D
E
LAB
LBC
LCD
LDE
Answer:
(a) OE =
rad
%3D
(b) vc =
in.
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 = 13 kips/ft, wCD = 3.0 kips/ft, LAB = 9.0 ft, LBc = 9.0 ft, LcD = 10.5 ft, LDE = 5 ft. %3D %3D wo WCD A B |C D E LAB LBC LCD LDE Answer: (a) OE = rad %3D (b) vc = in.
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