A W 530x92 supports a uniformly distributed load of 12 KN/m and equal concentrated load P at the quarter points of the beam. The compression flange is laterally supported at the point loads and the reactions. bf = 210 mm Properties of W 530x92 Sx=2070x10³ mm³ Es= 200000MPa 3 Ix = 552x106 mm³ d=533 mm by=209 mm ty= 15.6 mm tw= 10.2 mm a) Find the maximum allowable load P, so that it will not exceed its allowable flexural stress.
A W 530x92 supports a uniformly distributed load of 12 KN/m and equal concentrated load P at the quarter points of the beam. The compression flange is laterally supported at the point loads and the reactions. bf = 210 mm Properties of W 530x92 Sx=2070x10³ mm³ Es= 200000MPa 3 Ix = 552x106 mm³ d=533 mm by=209 mm ty= 15.6 mm tw= 10.2 mm a) Find the maximum allowable load P, so that it will not exceed its allowable flexural stress.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Please answer the problem attached image.
Thank you very much.
Hint: a=15.33kN
![A W 530x92 supports a uniformly distributed load of 12 KN/m and equal concentrated load P at the
quarter points of the beam. The compression flange is laterally supported at the point loads and the
reactions. bf = 210 mm
Properties of W 530x92
Sx=2070x10³ mm³
Es= 200000MPa
3
Ix = 552x106 mm³
d=533 mm
br=209 mm
ty= 15.6 mm
tw= 10.2 mm
a) Find the maximum allowable load P, so that it will not exceed its allowable flexural stress.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F64d6098d-0318-496d-a1fe-203cae6cc0f5%2F4ee0217c-43ad-471a-b295-673caafbeff9%2Ftm82yyb_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A W 530x92 supports a uniformly distributed load of 12 KN/m and equal concentrated load P at the
quarter points of the beam. The compression flange is laterally supported at the point loads and the
reactions. bf = 210 mm
Properties of W 530x92
Sx=2070x10³ mm³
Es= 200000MPa
3
Ix = 552x106 mm³
d=533 mm
br=209 mm
ty= 15.6 mm
tw= 10.2 mm
a) Find the maximum allowable load P, so that it will not exceed its allowable flexural stress.
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