length of 6m. The beam is supported by a bearing plate of 300 mm x 200 mm x 30 mm on the wall having a thickness of 250 mm. Properties: d=598.68mm bf = 177.93 mm tw =10.03mm k=33.34 mm tf = 12.83mm Fy = 250 MPa Questions: 1. Determine the design strength for web local yielding. 2. Determine the design strength for web crippling
length of 6m. The beam is supported by a bearing plate of 300 mm x 200 mm x 30 mm on the wall having a thickness of 250 mm. Properties: d=598.68mm bf = 177.93 mm tw =10.03mm k=33.34 mm tf = 12.83mm Fy = 250 MPa Questions: 1. Determine the design strength for web local yielding. 2. Determine the design strength for web crippling
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES
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A w24 X55 is used as a beam with a length of 6m. The beam is supported by a bearing plate of 300 mm x 200 mm x 30 mm on the wall having a thickness of 250 mm.
Properties:
d=598.68mm
bf = 177.93 mm
tw =10.03mm
k=33.34 mm
tf = 12.83mm
Fy = 250 MPa
Questions:
1. Determine the design strength for web local yielding.
2. Determine the design strength for web crippling.
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