A óm simply supported beam carries a uniformly distributed dead load of 20kN/m including its weight. Compression flange is laterally braced at every quarter length of the span and at its ends. Using LRFD method and U = 1.2DL + 1.6LL. %3D Assume compact section. (d = 598.68mm, k = 33.34mm, bf = %3D %3D %3D 177.93mm, t = 12.83mm, tw = %3D %3D 10.03mm, ry = 231.39mm, r, = 34.04mm, S = 1868×10³ mm³, Z, = 2196x10³ mm³, J = 491x10³ mm“). %3D %3D %3D What is the safe concentrated live load acting at the midspan that the beam can support due to the shear strength of the beam (kN)?
A óm simply supported beam carries a uniformly distributed dead load of 20kN/m including its weight. Compression flange is laterally braced at every quarter length of the span and at its ends. Using LRFD method and U = 1.2DL + 1.6LL. %3D Assume compact section. (d = 598.68mm, k = 33.34mm, bf = %3D %3D %3D 177.93mm, t = 12.83mm, tw = %3D %3D 10.03mm, ry = 231.39mm, r, = 34.04mm, S = 1868×10³ mm³, Z, = 2196x10³ mm³, J = 491x10³ mm“). %3D %3D %3D What is the safe concentrated live load acting at the midspan that the beam can support due to the shear strength of the beam (kN)?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Situation 1
A 6m simply supported beam carries
a uniformly distributed dead load of
20kN/m including its weight.
Compression flange is laterally
braced at every quarter length of the
span and at its ends. Using LRFD
method and U = 1.2DL + 1.6LL.
%3D
Assume compact section.
(d = 598.68mm, k = 33.34mm, bf =
%3D
%3D
%3D
177.93mm, tf = 12.83mm, tw
%3D
%3D
10.03mm, rx = 231.39mm, ry
34.04mm, Sx = 1868×10³ mm³, Z,
2196x10³ mm3, J = 491x10³ mm4).
%3D
%3D
%3D
%3D
%3D
What is the safe concentrated live
load acting at the midspan that the
beam can support due to the shear
strength of the beam (kN)?
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