A beam having a simple span of 6.38 m. carries a uniformly distributed load as follows. Service dead load (including its own weight = 31.98 %3D kN/m). Use LRFD. Properties of W 21 x 57 A = 10,774 mm2 %3D d = 534.92 mm tw = 10.29 mm %3D Sx = 1819 x 10³ mm3 %3D Zx = 2114 x 10³ mm³ %3D k = 34.93 mm %3D bf = 166.50 mm %3D tf = 16.51 mm %3D Fy = 345 MPa %3D E = 200,000 MPa %3D Determine the uniform live load it could support based on the design shear strength. (kN)
A beam having a simple span of 6.38 m. carries a uniformly distributed load as follows. Service dead load (including its own weight = 31.98 %3D kN/m). Use LRFD. Properties of W 21 x 57 A = 10,774 mm2 %3D d = 534.92 mm tw = 10.29 mm %3D Sx = 1819 x 10³ mm3 %3D Zx = 2114 x 10³ mm³ %3D k = 34.93 mm %3D bf = 166.50 mm %3D tf = 16.51 mm %3D Fy = 345 MPa %3D E = 200,000 MPa %3D Determine the uniform live load it could support based on the design shear strength. (kN)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![A beam having a simple span of 6.38
m. carries a uniformly distributed
load as follows. Service dead load
(including its own weight = 31.98
%3D
kN/m). Use LRFD.
Properties of W 21 x 57
A = 10,774 mm2
%3D
d = 534.92 mm
tw = 10.29 mm
%3D
Sx = 1819 x 10³ mm3
%3D
Zx = 2114 x 10³ mm³
%3D
k = 34.93 mm
%3D
bf = 166.50 mm
%3D
tf = 16.51 mm
%3D
Fy = 345 MPa
%3D
E = 200,000 MPa
%3D
Determine the uniform live load it
could support based on the design
shear strength. (kN)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F56fe6b2e-1512-4a4f-8a4f-342345aa821b%2F74432b5f-c172-4510-a6a7-c7f706d56a50%2Ff5m7g9q_processed.png&w=3840&q=75)
Transcribed Image Text:A beam having a simple span of 6.38
m. carries a uniformly distributed
load as follows. Service dead load
(including its own weight = 31.98
%3D
kN/m). Use LRFD.
Properties of W 21 x 57
A = 10,774 mm2
%3D
d = 534.92 mm
tw = 10.29 mm
%3D
Sx = 1819 x 10³ mm3
%3D
Zx = 2114 x 10³ mm³
%3D
k = 34.93 mm
%3D
bf = 166.50 mm
%3D
tf = 16.51 mm
%3D
Fy = 345 MPa
%3D
E = 200,000 MPa
%3D
Determine the uniform live load it
could support based on the design
shear strength. (kN)
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