A cantilever beam projects 2.8 m from the face of a wall. The beam is subjected to a y KN concentrated load at 2 m. from the wall and a uniformly distributed load of A kN/m throughout its length. #7 Calculate the moment (kN.m.) at the fixed end. #8 #9 Calculate the shear (KN) at the fixed end. What is the required moment of inertia (mm) of the beam to limit deflection at the free end to 1/300 of span? E = 200 GPa.
A cantilever beam projects 2.8 m from the face of a wall. The beam is subjected to a y KN concentrated load at 2 m. from the wall and a uniformly distributed load of A kN/m throughout its length. #7 Calculate the moment (kN.m.) at the fixed end. #8 #9 Calculate the shear (KN) at the fixed end. What is the required moment of inertia (mm) of the beam to limit deflection at the free end to 1/300 of span? E = 200 GPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A = 9
Y = 54
![A cantilever beam projects 2.8 m from the face
of a wall. The beam is subjected to a Y KN
concentrated load at 2 m. from the wall and a
uniformly distributed load of A kN/m
throughout its length.
#7 Calculate the moment (kN.m.) at the fixed
end.
#8
Calculate the shear (KN) at the fixed end.
#9 What is the required moment of inertia
(mm4) of the beam to limit deflection at the
free end to 1/300 of span? E = 200 GPa.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3899f52c-ff2f-4fbc-9dca-73df32705d6c%2F4e092675-0f5c-4dd5-aa7e-0797d9dbfd78%2Fnblecb_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A cantilever beam projects 2.8 m from the face
of a wall. The beam is subjected to a Y KN
concentrated load at 2 m. from the wall and a
uniformly distributed load of A kN/m
throughout its length.
#7 Calculate the moment (kN.m.) at the fixed
end.
#8
Calculate the shear (KN) at the fixed end.
#9 What is the required moment of inertia
(mm4) of the beam to limit deflection at the
free end to 1/300 of span? E = 200 GPa.
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