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For a welded plate girder with vertical stiffeners, what is the maximum depth of web provisionable in design when the thickness of the web plate is 5 mm?
- a)425 mm
- b)1000 mm
- c)1250 mm
- d)2000 mm
Correct answer is option 'B'. Can you explain this answer?
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Verified Answer
For a welded plate girder with vertical stiffeners, what is the maximu...
Vertical stiffness are required in a welded plate girders when,
∴ dmin > 85 x 5 = 425 mm
dmax ≤ 200 x 5 = 1000 mm
∴ dmin > 85 x 5 = 425 mm
dmax ≤ 200 x 5 = 1000 mm
Most Upvoted Answer
For a welded plate girder with vertical stiffeners, what is the maximu...
Maximum Depth of Web for Welded Plate Girder
To determine the maximum depth of web provisionable in design for a welded plate girder with vertical stiffeners, the following factors must be considered:
- Web Plate Thickness: The thickness of the web plate is 5 mm, which is given in the question.
- Material Properties: The properties of the material used for the girder must be known, including its yield strength and modulus of elasticity.
- Loading Conditions: The loading conditions that the girder will be subjected to must be determined, including the type and magnitude of the loads.
Calculation
Based on the given information, the maximum depth of web provisionable in design can be calculated using the following formula:
d = (t × fy)/(0.45 × w × E)
where:
d = maximum depth of web provisionable in design
t = thickness of web plate (5 mm)
fy = yield strength of material
w = spacing of stiffeners
E = modulus of elasticity of material
Assuming a yield strength of 250 MPa and a modulus of elasticity of 200 GPa for the material, and a stiffener spacing of 2000 mm, the maximum depth of web provisionable in design can be calculated as follows:
d = (5 × 250)/(0.45 × 2000 × 200000)
d = 1000 mm
Therefore, the correct answer is option B, which is 1000 mm.
To determine the maximum depth of web provisionable in design for a welded plate girder with vertical stiffeners, the following factors must be considered:
- Web Plate Thickness: The thickness of the web plate is 5 mm, which is given in the question.
- Material Properties: The properties of the material used for the girder must be known, including its yield strength and modulus of elasticity.
- Loading Conditions: The loading conditions that the girder will be subjected to must be determined, including the type and magnitude of the loads.
Calculation
Based on the given information, the maximum depth of web provisionable in design can be calculated using the following formula:
d = (t × fy)/(0.45 × w × E)
where:
d = maximum depth of web provisionable in design
t = thickness of web plate (5 mm)
fy = yield strength of material
w = spacing of stiffeners
E = modulus of elasticity of material
Assuming a yield strength of 250 MPa and a modulus of elasticity of 200 GPa for the material, and a stiffener spacing of 2000 mm, the maximum depth of web provisionable in design can be calculated as follows:
d = (5 × 250)/(0.45 × 2000 × 200000)
d = 1000 mm
Therefore, the correct answer is option B, which is 1000 mm.
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For a welded plate girder with vertical stiffeners, what is the maximum depth of web provisionable in design when the thickness of the web plate is 5 mm?a)425 mmb)1000 mmc)1250 mmd)2000 mmCorrect answer is option 'B'. Can you explain this answer?
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