Problem 2 Design of Shear Members A cantilever beam has a span of 3 m. The beam carries a uniform service load w = 22 kN/m includes the weight of the beam. There is no lateral support other than that at the fixed end. Properties of W 10 x 77 1.5 m. A = 14581 mm² P d = 269.24 mm b = 258.83 mm t = 22.10 mm. tw= 13.46 mm Sx 1408 x 10³ mm³ Zx = 1599 x 103 mm- 3 w = 22 kN/m 3 m. Lp L 2.799 m 13.811 m 3 m Lb = Fy = 345 MPa K= 38.10 mm. E = 200,000 MPa K= 38.1 d=269.24 (K = 38.1 258.83 22.10 h 22.10 a. Determine the value if the service load P due to the max. shear strength of the beam using LRFD. b. Determine the value if the service load P due to the max. shear strength of the beam using LRFD. c. Determine the value of the service load P due to the flexural strength of the beam using LRFD. d. Determine the value of the service load P due to the allowable bending strength of the beam using ASD.
Problem 2 Design of Shear Members A cantilever beam has a span of 3 m. The beam carries a uniform service load w = 22 kN/m includes the weight of the beam. There is no lateral support other than that at the fixed end. Properties of W 10 x 77 1.5 m. A = 14581 mm² P d = 269.24 mm b = 258.83 mm t = 22.10 mm. tw= 13.46 mm Sx 1408 x 10³ mm³ Zx = 1599 x 103 mm- 3 w = 22 kN/m 3 m. Lp L 2.799 m 13.811 m 3 m Lb = Fy = 345 MPa K= 38.10 mm. E = 200,000 MPa K= 38.1 d=269.24 (K = 38.1 258.83 22.10 h 22.10 a. Determine the value if the service load P due to the max. shear strength of the beam using LRFD. b. Determine the value if the service load P due to the max. shear strength of the beam using LRFD. c. Determine the value of the service load P due to the flexural strength of the beam using LRFD. d. Determine the value of the service load P due to the allowable bending strength of the beam using ASD.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Problem 2 Design of Shear Members
A cantilever beam has a span of 3 m. The beam carries a uniform service
load w = 22 kN/m includes the weight of the beam. There is no lateral
support other than that at the fixed end.
Properties of W 10 x 77
258.83
P
|2.10
w = 22 kN/m
(K = 38.1
d = 269.24
h
1.5 m.
(K = 38.1
3 m.
|22.10
A = 14581 mm²
Lp = 2.799 m
d = 269.24 mm
L; = 13.811 m
bị = 258.83 mm
Lb = 3 m
tị = 22.10 mm
Fy
345 MPa
%3D
tw = 13.46 mm
K = 38.10 mm
Sx = 1408 x 103 mm³
E = 200,000 MPa
Zx = 1599 x 103 mm³
a. Determine the value if the service load P due to the max. shear
strength of the beam using LRFD.
b. Determine the value if the service load P due to the max. shear
strength of the beam using LRFD.
c. Determine the value of the service load P due to the flexural
strength of the beam using LRFD.
d. Determine the value of the service load P due to the allowable
bending strength of the beam using ASD.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F71a7f33a-13e3-42a8-bcae-0692518af53d%2F56c3b2b6-1da5-43d8-ac1e-f0f2f8f77ed8%2Flkgzfhk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem 2 Design of Shear Members
A cantilever beam has a span of 3 m. The beam carries a uniform service
load w = 22 kN/m includes the weight of the beam. There is no lateral
support other than that at the fixed end.
Properties of W 10 x 77
258.83
P
|2.10
w = 22 kN/m
(K = 38.1
d = 269.24
h
1.5 m.
(K = 38.1
3 m.
|22.10
A = 14581 mm²
Lp = 2.799 m
d = 269.24 mm
L; = 13.811 m
bị = 258.83 mm
Lb = 3 m
tị = 22.10 mm
Fy
345 MPa
%3D
tw = 13.46 mm
K = 38.10 mm
Sx = 1408 x 103 mm³
E = 200,000 MPa
Zx = 1599 x 103 mm³
a. Determine the value if the service load P due to the max. shear
strength of the beam using LRFD.
b. Determine the value if the service load P due to the max. shear
strength of the beam using LRFD.
c. Determine the value of the service load P due to the flexural
strength of the beam using LRFD.
d. Determine the value of the service load P due to the allowable
bending strength of the beam using ASD.
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