Text: A beam is clamped at A. The beam is supported by a uniformly distributed load and a concentrated load as indicated on the sketch. The beam is made using the HE220A profile. The length of the beam is 4200 mm. and has a modulus of elasticity on it 2,0x105N/mm2 A) Calculate the bearing reactions of the beam for the given external load action. B) Establish moment and shear diagram for the beam for the given external load action. C) Calculate the transverse displacement of the free (cantilevered) end for the given external load action. D) Calculate the rotation of the free (cantilevered) end for the given external load action.
Text: A beam is clamped at A. The beam is supported by a uniformly distributed load and a concentrated load as indicated on the sketch. The beam is made using the HE220A profile. The length of the beam is 4200 mm. and has a modulus of elasticity on it 2,0x105N/mm2 A) Calculate the bearing reactions of the beam for the given external load action. B) Establish moment and shear diagram for the beam for the given external load action. C) Calculate the transverse displacement of the free (cantilevered) end for the given external load action. D) Calculate the rotation of the free (cantilevered) end for the given external load action.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Text: A beam is clamped at A. The beam is supported by a uniformly distributed load and a concentrated load as indicated on the sketch. The beam is made using the HE220A profile. The length of the beam is 4200 mm. and has a modulus of elasticity on it 2,0x105N/mm2
A) Calculate the bearing reactions of the beam for the given external load action.
B) Establish moment and shear diagram for the beam for the given external load action.
C) Calculate the transverse displacement of the free (cantilevered) end for the given external load action.
D) Calculate the rotation of the free (cantilevered) end for the given external load action.
Transcribed Image Text:A
*
4, 20KN
m
9= 4, 205
EI
L = 4, 200m
=
konst
P = 5, 600kN
B
OB
DB
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