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 = 11 kips/ft, wCD = 5.0 kips/ft, LAB = 7.5 ft, LBC = 7.5 ft, LCD = 11.0 ft, LDE = 4 ft. The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; /= 340 in.4]. For the loadingshown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume wo = 11kips/ft, WcD = 5.0 kips/ft, LAB = 7.5 ft, Lac = 7.5 ft, Lcp = 11.0 ft, LDE = 4 ft.WoWCDXAnswer:(a) 0E =(b) vc =BLABLBCсradin.LCDDLDEE

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Answered: f the beam at C. Assume w0 = 11…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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 = 11 kips/ft, w_CD = 5.0 kips/ft, L_AB = 7.5 ft, L_BC = 7.5 ft, L_CD = 11.0 ft, L_DE = 4 ft.

The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; /= 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 = 11
kips/ft, WcD = 5.0 kips/ft, LAB = 7.5 ft, Lac = 7.5 ft, Lcp = 11.0 ft, LDE = 4 ft.
Wo
WCD
X
Answer:
(a) 0E =
(b) vc =
B
LAB
LBC
с
rad
in.
LCD
D
LDE
E

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