4. A 10 m span simply supported beam carries a uniform load. The beam has an adequate lateral support. ALLOWABLE STRESSES: Bending: 12.65 MPa Deflection: 1/240 of span E: 13000 MPa a. Compute the depth of the beam so that when the allowable stresses of 12.65 MPa is reached, The deflection of the beam is 1/240 of the span. b. If the width of the beam is 300mm, how much total uniform load can it simply support? c. Compute the shearing stress of the beam using the uniform load in letter b. () M 个 lom 12 R.
4. A 10 m span simply supported beam carries a uniform load. The beam has an adequate lateral support. ALLOWABLE STRESSES: Bending: 12.65 MPa Deflection: 1/240 of span E: 13000 MPa a. Compute the depth of the beam so that when the allowable stresses of 12.65 MPa is reached, The deflection of the beam is 1/240 of the span. b. If the width of the beam is 300mm, how much total uniform load can it simply support? c. Compute the shearing stress of the beam using the uniform load in letter b. () M 个 lom 12 R.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![4. A 10 m span simply supported beam carries a uniform load. The beam has an adequate lateral support.
ALLOWABLE STRESSES:
Bending: 12.65 MPa
Deflection: 1/240 of span
E: 13000 MPa
a. Compute the depth of the beam so that when the allowable stresses of 12.65 MPa is reached, The deflection
of the beam is 1/240 of the span.
b. If the width of the beam is 300mm, how much total uniform load can it simply support?
c. Compute the shearing stress of the beam using the uniform load in letter b.
W (kN)
lom
12
R](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8beeb00e-4999-420a-9ef9-ba062cb5ca19%2F950a34a4-f4e3-40db-b400-3387051d3ea7%2Fecu45s_processed.png&w=3840&q=75)
Transcribed Image Text:4. A 10 m span simply supported beam carries a uniform load. The beam has an adequate lateral support.
ALLOWABLE STRESSES:
Bending: 12.65 MPa
Deflection: 1/240 of span
E: 13000 MPa
a. Compute the depth of the beam so that when the allowable stresses of 12.65 MPa is reached, The deflection
of the beam is 1/240 of the span.
b. If the width of the beam is 300mm, how much total uniform load can it simply support?
c. Compute the shearing stress of the beam using the uniform load in letter b.
W (kN)
lom
12
R
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