Check the adequacy of Grade 250 steel beam shown to cary shear force. Note that fy for flange and web are different. (No need to check clause 5.11.3, ie. assume uniform stress distribution in web) Hints: You need to check capacity at both (1) support (pure shear) and (i) under the point load (shear + bending)
Check the adequacy of Grade 250 steel beam shown to cary shear force. Note that fy for flange and web are different. (No need to check clause 5.11.3, ie. assume uniform stress distribution in web) Hints: You need to check capacity at both (1) support (pure shear) and (i) under the point load (shear + bending)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Check the adequacy of Grade 250 steel beam shown to carnry shear force. Note that fy for flange
and web are different. (No need to check clause 5.11.3, ie. assume uniform stress distribution
in web)
Hints:
You need to check capacity at both (1) support (pure shear) and (i) under the point load (shear +
bending)
400
14
300kN
40kN/m
700
2m
6m
200
Lightly welded monosymmetric cross-section
(dimensions are in mm)
Yield stress of flange f = 250 MPa
Yield stress of web f = 280 MPa
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F74f9a0f0-6b73-4fda-9a5f-44809df962b9%2F8cc04fbc-a78c-4c88-8f06-159c96742dc5%2Fuxtdy8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Check the adequacy of Grade 250 steel beam shown to carnry shear force. Note that fy for flange
and web are different. (No need to check clause 5.11.3, ie. assume uniform stress distribution
in web)
Hints:
You need to check capacity at both (1) support (pure shear) and (i) under the point load (shear +
bending)
400
14
300kN
40kN/m
700
2m
6m
200
Lightly welded monosymmetric cross-section
(dimensions are in mm)
Yield stress of flange f = 250 MPa
Yield stress of web f = 280 MPa
%3D
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