Check the adequacy of Grade 250 steel beam shown to carry shear force. Note that fy for flange and web are different. (No need to check clause 5.11.3, i.e. assume uniform stress distribution in web) Hints: You need to check capacity at both (i) support (pure shear) and (ii) under the point load (shear + bending) 300kN 2m 40kN/m 6m 14 ↓ 14 400 200 8 700 Lightly welded monosymmetric cross-section (dimensions are in mm) Yield stress of flange fyf = 250 MPa Yield stress of web fyw = 280 MPa
Check the adequacy of Grade 250 steel beam shown to carry shear force. Note that fy for flange and web are different. (No need to check clause 5.11.3, i.e. assume uniform stress distribution in web) Hints: You need to check capacity at both (i) support (pure shear) and (ii) under the point load (shear + bending) 300kN 2m 40kN/m 6m 14 ↓ 14 400 200 8 700 Lightly welded monosymmetric cross-section (dimensions are in mm) Yield stress of flange fyf = 250 MPa Yield stress of web fyw = 280 MPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please help me with this question.
![Assignment 1, part 3
Check the adequacy of Grade 250 steel beam shown to carry shear force. Note that fy for flange
and web are different. (No need to check clause 5.11.3, i.e. assume uniform stress distribution
in web)
Hints:
You need to check capacity at both (i) support (pure shear) and (ii) under the point load (shear +
bending)
300KN
2m
*
40kN/m
6m
14
400
I
8
14
200
700
Lightly welded monosymmetric cross-section
(dimensions are in mm)
Yield stress of flange fyf = 250 MPa
Yield stress of web fyw = 280 MPa](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe3a52c79-4eed-4e53-84f1-924095d62c39%2F187bbe84-88e2-4398-b2f2-cfa34bd250b1%2Fqswchs_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Assignment 1, part 3
Check the adequacy of Grade 250 steel beam shown to carry shear force. Note that fy for flange
and web are different. (No need to check clause 5.11.3, i.e. assume uniform stress distribution
in web)
Hints:
You need to check capacity at both (i) support (pure shear) and (ii) under the point load (shear +
bending)
300KN
2m
*
40kN/m
6m
14
400
I
8
14
200
700
Lightly welded monosymmetric cross-section
(dimensions are in mm)
Yield stress of flange fyf = 250 MPa
Yield stress of web fyw = 280 MPa
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