Bending Stress in Beam A symmetrical l-section is 200 mm deep and its moment of inertia about centroidal axis is 50x106 mm4. If the bending stress is limited to 100 N/mm² then bending moment it can resist will be
Bending Stress in Beam A symmetrical l-section is 200 mm deep and its moment of inertia about centroidal axis is 50x106 mm4. If the bending stress is limited to 100 N/mm² then bending moment it can resist will be
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Bending Stress in Beam
A symmetrical l-section is 200 mm deep and
its moment of inertia about centroidal axis is
50x106 mm4. If the bending stress is limited
to 100 N/mm² then bending moment it can
resist will be](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcc5956f1-c101-4b9c-9883-fe5832eb24b7%2Fcb792661-9438-4ef5-86f2-ea7f95f45e2b%2Fj77md9n_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Bending Stress in Beam
A symmetrical l-section is 200 mm deep and
its moment of inertia about centroidal axis is
50x106 mm4. If the bending stress is limited
to 100 N/mm² then bending moment it can
resist will be
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