A W530x92 supports a uniformly distributed load of 12 kN/m (including the weight of the beam) and equal concentrated load P at quarter points (L/4, L/2, and 3L/4). The compression flange is laterally supported at quarter points and at the ends. The beam is 12m simply supported. Using A36 steel, the beam has the following properties: d = 533 mm %3D bf = 209 mm %3D tf = 15.6 mm tw 10.2 mm %3D k = 32 mm ry = 44.9 mm %3D Sx = 2070 x 10^3 mm^3 Zx = 2360 x 10^3 mm^3 Es = 200,000 MPa %3D Ix = 552 x 10^6 MPa Find the maximum allowable load P so that it will not exceed its maximum allowable moment capacity. Use conservative assumption for Cb. Consider all the necessary failure that could happen.
A W530x92 supports a uniformly distributed load of 12 kN/m (including the weight of the beam) and equal concentrated load P at quarter points (L/4, L/2, and 3L/4). The compression flange is laterally supported at quarter points and at the ends. The beam is 12m simply supported. Using A36 steel, the beam has the following properties: d = 533 mm %3D bf = 209 mm %3D tf = 15.6 mm tw 10.2 mm %3D k = 32 mm ry = 44.9 mm %3D Sx = 2070 x 10^3 mm^3 Zx = 2360 x 10^3 mm^3 Es = 200,000 MPa %3D Ix = 552 x 10^6 MPa Find the maximum allowable load P so that it will not exceed its maximum allowable moment capacity. Use conservative assumption for Cb. Consider all the necessary failure that could happen.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A W530x92 supports a uniformly distributed
load of 12 kN/m (including the weight of the
beam) and equal concentrated load P at quarter
points (L/4, L/2, and 3L/4). The compression
flange is laterally supported at quarter points
and at the ends. The beam is 12m simply
supported. Using A36 steel, the beam has the
following properties:
d = 533 mm
%3D
bf = 209 mm
%3D
tf = 15.6 mm
tw
10.2 mm
%3D
k = 32 mm
ry = 44.9 mm
%3D
Sx = 2070 x 10^3 mm^3
Zx = 2360 x 10^3 mm^3
Es = 200,000 MPa
%3D
\x 3 552 х 10^6 MРа
Find the maximum allowable load P so that it
will not exceed its maximum allowable moment
capacity. Use conservative assumption for Cb.
Consider all the necessary failure that could
happen.
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