The trapezoidal timber beam with circular hole in Figure below. The beam carries a triangular distributed load of 20 kN/m. b₁ Given L = 2.0 m, b₁ = 400 mm b2 = 200 mm, h = 600 mm, d = 150 mm 0.5 h
The trapezoidal timber beam with circular hole in Figure below. The beam carries a triangular distributed load of 20 kN/m. b₁ Given L = 2.0 m, b₁ = 400 mm b2 = 200 mm, h = 600 mm, d = 150 mm 0.5 h
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A
The trapezoidal timber beam with circular hole in Figure below.
The beam carries a triangular distributed load of 20 kN/m.
b₁
Given
L = 2.0 m, b₁ = 400 mm
b2 = 200 mm, h = 600 mm, d = 150 mm
W
B
1234
0.5 h
0.5 h
b₂
L
Figure 2: Trapezoidal Timber Beam with Circular Hole
Properties of Apitong:
Bending and tension parallel to grain, Fb = 16.5 MPa
Shear parallel to grain, fv = 1.75 MPa
Modulus of elasticity in bending, Ew = 7.31 GPa
Compute the following:
1. Moment of inertia with respect to the neutral axis.
Maximum flexural stress of the beam.
3. Maximum shearing stress of the beam.
4. Maximum deflection of the beam.
d
h](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fddb1f851-f6bf-441f-adca-4e8a2a47a642%2Ff2cf0a82-368f-4ad6-b6a6-8ac7d23bb438%2Fnvhxo2u_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A
The trapezoidal timber beam with circular hole in Figure below.
The beam carries a triangular distributed load of 20 kN/m.
b₁
Given
L = 2.0 m, b₁ = 400 mm
b2 = 200 mm, h = 600 mm, d = 150 mm
W
B
1234
0.5 h
0.5 h
b₂
L
Figure 2: Trapezoidal Timber Beam with Circular Hole
Properties of Apitong:
Bending and tension parallel to grain, Fb = 16.5 MPa
Shear parallel to grain, fv = 1.75 MPa
Modulus of elasticity in bending, Ew = 7.31 GPa
Compute the following:
1. Moment of inertia with respect to the neutral axis.
Maximum flexural stress of the beam.
3. Maximum shearing stress of the beam.
4. Maximum deflection of the beam.
d
h
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