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 = 150 mm, LCD = 120 mm, LpE = 260 mm, Mg = 130 N-m, P = 550 N and a constant value of El = 490 x 106 N- mm2 for the beam. MB C E LAB LBC LcD LpE Answers: rad (a) Oc mm (b) vc =

Structural Analysis
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ISBN:9781337630931
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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 LAB = 210 mm, LBc = 150 mm, LCD = 120 mm, LpE = 260 mm, Mg = 130 N-m, P = 550 N and a constant value of El = 490 x 106 N-
mm2 for the beam.
MB
C
E
LAB
LBC
LcD
LpE
Answers:
rad
(a) Oc
mm
(b) vc =
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 LAB = 210 mm, LBc = 150 mm, LCD = 120 mm, LpE = 260 mm, Mg = 130 N-m, P = 550 N and a constant value of El = 490 x 106 N- mm2 for the beam. MB C E LAB LBC LcD LpE Answers: rad (a) Oc mm (b) vc =
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