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 = 6.0 kips/ft, LAB = 6.0 ft, LBc = 6.0 ft, LCD = 7.0 ft, LDE = 3 ft. L Part 1 Answer: By = i Wo B LAB + LBC kips Ey = i C WCD LCD D LDE Calculate the reaction forces at the supports. Upward forces are positive. E X

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 = 6.0 kips/ft, LAB = 6.0 ft, LBc = 6.0 ft, LCD = 7.0 ft, LDE = 3 ft. L Part 1 Answer: By = i Wo B LAB + LBC kips Ey = i C WCD LCD D LDE Calculate the reaction forces at the supports. Upward forces are positive. E X

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

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 = 13 kips/ft, WcD =
6.0 kips/ft, LAB = 6.0 ft, LBc = 6.0 ft, LCD = 7.0 ft, LDE = 3 ft.
Lus
Part 1
Answer:
By =
i
Wo
B
LAB + LBC
kips
Ey =
i
C
WCD
LCD
D
LDE
Calculate the reaction forces at the supports. Upward forces are positive.
E
X

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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 bearn at E and (b) the deflection of the beam at C. Assume wo = 12 kips/ft, wcD = 4.0 kips/ft, LAB= 8.0 ft. LBc= 8.0 ft. Lco - 11.0 ft. LDE = 4 ft. Answer: (a) 8E= (b) vc= B LAB Wo LBC C rad in. WCD LCD D LDE E X