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Question

A welded plate girder of span 20 m is laterally restrained throughout its length. It has to carry a load of 90 kN/m over the whole span besides its self weight. If k = 200 and fy=250MPa, then the thickness of web will be nearly

A
6 mm
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B
8 mm
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C
10 mm
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D
12 mm
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Solution

The correct option is B 8 mm
Economical depth of plate girder is given by
d=(Mkfy)1/3
M=wl28=90×2028=4500kNm
d=(4500×106×200250)1/3=1532.62mm
Thickness of web, tw=dk=1532.62200=7.66 mm
So, provide tw=8 mm

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