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 Lag = 210 mm, Lec= 150 mm, LcD=120 mm, LoE= 260 mm, Mg = 130 N-m, P = 550 N and a constant value of El = 490 x 106 N-mm² for the beam. Mg C E LAB LBC LCD Lpe Answers: rad (a) ec = mm (b) Vc= 2.140

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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 LAg = 210 mm, Lgc= 150 mm, Lco= 120 mm, LDE = 260 mm, Mg = 130 N-m, P = 550 N and a constant
value of El = 490 x 106 N-mm2 for the beam.
MB
B
C
D
LAB
LBC
LCD
LDE
Answers:
rad
(a) Oc
mm
(b) vc=
2.140
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 LAg = 210 mm, Lgc= 150 mm, Lco= 120 mm, LDE = 260 mm, Mg = 130 N-m, P = 550 N and a constant value of El = 490 x 106 N-mm2 for the beam. MB B C D LAB LBC LCD LDE Answers: rad (a) Oc mm (b) vc= 2.140
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