10.7 The shearing force at a given section of a built-up I-girder is 1000 kN and the depth of the web is 2 m. The web is joined to the flanges by fillet welds. Determine the thickness of the web plate and the thickness of the welds, allowing a shearing stress of 75 MN/m2 in both the web and welds.
10.7 The shearing force at a given section of a built-up I-girder is 1000 kN and the depth of the web is 2 m. The web is joined to the flanges by fillet welds. Determine the thickness of the web plate and the thickness of the welds, allowing a shearing stress of 75 MN/m2 in both the web and welds.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Strength of materials
( the answer should be: web thickness 0.67 cm; weld throats 0.33 cm )
10.7 The shearing force at a given section of a built-up I-girder is 1000 kN and the depth of the web is 2 m. The web is joined to the flanges by fillet welds. Determine the thickness of the web plate and the thickness of the welds, allowing a shearing stress of 75 MN/m2 in both the web and welds.
Transcribed Image Text:10.7
The shearing force at a given section of a built-up I-girder is 1000 kN and the depth of
the web is 2 m. The web is joined to the flanges by fillet welds. Determine the thickness
of the web plate and the thickness of the welds, allowing a shearing stress of 75 MN/m?
in both the web and welds.
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