Determine the value of the ratio L/rt. Determine the allowable bending stress in MPa in accordance with the provisions of the National Structural Code of the Philippines. Determine the safe uniformly distributed load that the beam can carry in kilonewton per meter.
Determine the value of the ratio L/rt. Determine the allowable bending stress in MPa in accordance with the provisions of the National Structural Code of the Philippines. Determine the safe uniformly distributed load that the beam can carry in kilonewton per meter.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Urgent, need correct answer with complete solution. Box final answer in 4 decimal place. Thank you
![Situation 2. Properties of simply supported beam:
W 21 x 62 steel , span = 6 meters, laterally unsupported over the entire span
Yield strength is 248 MPa
Properties of the section:
Depth = 533 mm
Flange width = 210 mm
Flange thickness = 15.6 mm
Web thickness = 10.2 mm
Radius of gyration = 53.34 mm
Section Modulus = 2,077 x 10 mm
4. Determine the value of the ratio L/rt.
5. Determine the allowable bending stress in MPa in accordance with the provisions of the
National Structural Code of the Philippines.
6. Determine the safe uniformly distributed load that the beam can carry in kilonewton per meter.
||](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff5bf86db-a76f-43bc-8126-718ff3270998%2Fee4e2fed-467c-421e-b50a-bb2e52aa44af%2Fjoiweh_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Situation 2. Properties of simply supported beam:
W 21 x 62 steel , span = 6 meters, laterally unsupported over the entire span
Yield strength is 248 MPa
Properties of the section:
Depth = 533 mm
Flange width = 210 mm
Flange thickness = 15.6 mm
Web thickness = 10.2 mm
Radius of gyration = 53.34 mm
Section Modulus = 2,077 x 10 mm
4. Determine the value of the ratio L/rt.
5. Determine the allowable bending stress in MPa in accordance with the provisions of the
National Structural Code of the Philippines.
6. Determine the safe uniformly distributed load that the beam can carry in kilonewton per meter.
||
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