a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter10: Statically Indeterminate Beams
Section: Chapter Questions
Problem 10.4.25P: A beam ABC is fixed at end A and supported by beam DE at point B (sec figure). Both beams have the...
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For the beam and loading shown, use discontinuity functions to compute

(a) the slope of the beam at C (positive if counterclockwise and negative if clockwise).
(b) the deflection of the beam at C.

Assume LAB = 210 mm, LBC = 140 mm, LCD = 120 mm, LDE = 260 mm, M= 200 N-m, = 1080 N and a constant value of EI = 590 × 106 N-mm2 for the beam.

For the beam and loading shown, use discontinuity functions to compute
(a) the slope of the beam at C (positive if counterclockwise and negative if clockwise).
(b) the deflection of the beam at C.
Assume LAR = 210 mm, LBC = 140 mm, LCD = 120 mm, LDE = 260 mm, Mg = 200 N-m, P = 1080 N and a constant value of El = 590 × 106 N-
mm2 for the beam.
P
MB
C
D
E
LAB
LBC
LCD
LDE
Answers:
(a) Oc
rad
(b) Vс
mm
Transcribed Image Text:For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume LAR = 210 mm, LBC = 140 mm, LCD = 120 mm, LDE = 260 mm, Mg = 200 N-m, P = 1080 N and a constant value of El = 590 × 106 N- mm2 for the beam. P MB C D E LAB LBC LCD LDE Answers: (a) Oc rad (b) Vс mm
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