ne LAB = 260 mm, LBc = 190 mm, LCD = 150 mm, LDE = 350 mm, Mg = 12 for the beam. MB |B C D E LAB LBC LCD LDE ers: rad Oc = mm
ne LAB = 260 mm, LBc = 190 mm, LCD = 150 mm, LDE = 350 mm, Mg = 12 for the beam. MB |B C D E LAB LBC LCD LDE ers: rad Oc = mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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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 = 260 mm, LBc = 190 mm, LCD = 150 mm, LDE = 350 mm, Mg = 120 N-m, P = 620 N and a constant value of EI = 610 × 106 N-
mm? for the beam.
P
MB
B
C
|D
E
LAB
LBC
LCD
LDE
Answers:
rad
(a) Oc
mm
(b) vc=](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe778fc93-afe0-46ca-9990-a5a1440e3387%2F2699c18c-99c5-4516-b916-20a6caafcd19%2F1px4eke_processed.png&w=3840&q=75)
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 = 260 mm, LBc = 190 mm, LCD = 150 mm, LDE = 350 mm, Mg = 120 N-m, P = 620 N and a constant value of EI = 610 × 106 N-
mm? for the beam.
P
MB
B
C
|D
E
LAB
LBC
LCD
LDE
Answers:
rad
(a) Oc
mm
(b) vc=
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