SITUATION I: A built up beam is made up of 1250 mm x 9 mm web section and two flange sections of 620 x 20 mm plate. It has a span of 14 m and carries a uniform load of 40 kN/m including the self-weight. Use A 36 steel Fy = 248 MPa. %3D
SITUATION I: A built up beam is made up of 1250 mm x 9 mm web section and two flange sections of 620 x 20 mm plate. It has a span of 14 m and carries a uniform load of 40 kN/m including the self-weight. Use A 36 steel Fy = 248 MPa. %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![4) If the allowable bending stress is 124.66 MPa, compute the safe concentrated
load that it could carry at its mid span besides the uniform load.
5) Determine if the section is compact, non-compact or slender](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2e694c8c-0e72-4ae1-82fa-1d7d5066252c%2Fef7c2a54-81d7-44d8-b1e6-6fd2882b9b6b%2Fg535amv_processed.png&w=3840&q=75)
Transcribed Image Text:4) If the allowable bending stress is 124.66 MPa, compute the safe concentrated
load that it could carry at its mid span besides the uniform load.
5) Determine if the section is compact, non-compact or slender
![SITUATION I: A built up beam is made up of 1250 mm x 9 mm web section and two flange
sections of 620 x 20 mm plate. It has a span of 14 m and carries a uniform load of 40 kN/m
including the self-weight. Use A 36 steel Fy = 248 MPa.
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2e694c8c-0e72-4ae1-82fa-1d7d5066252c%2Fef7c2a54-81d7-44d8-b1e6-6fd2882b9b6b%2Fjzm96pm_processed.png&w=3840&q=75)
Transcribed Image Text:SITUATION I: A built up beam is made up of 1250 mm x 9 mm web section and two flange
sections of 620 x 20 mm plate. It has a span of 14 m and carries a uniform load of 40 kN/m
including the self-weight. Use A 36 steel Fy = 248 MPa.
%3D
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