eam and loading shown, use discontinuity functions to compute ope of the beam at C (positive if counterclockwise and negative if clockwise). flection of the beam at C. AB = 210 mm, Lgc = 150 mm, Lco = 120 mm, LDE= 260 mm, Mg = 130N-m, P = 550 N and a consta che beam. Mg C D LAB LBC LCD. Lde -0.0004926 rad

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Theta C is wrong does not equal to -0.004 or -0.0004. please help

Your answer is partially correct.
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, LcD = 120 mm, LpE = 260 mm, Mg = 130 N-m, P= 550 N and a constant value of El = 490x 10° N-
mm? for the beam.
MB
B
|C
E
LAB
LBC
LCD.
LDE
Answers:
(a) Oc
-0.0004926
rad
(b) vc=
-2.140
mm
Transcribed Image Text:Your answer is partially correct. 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, LcD = 120 mm, LpE = 260 mm, Mg = 130 N-m, P= 550 N and a constant value of El = 490x 10° N- mm? for the beam. MB B |C E LAB LBC LCD. LDE Answers: (a) Oc -0.0004926 rad (b) vc= -2.140 mm
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