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
6mm
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B
8mm
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C
10mm
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D
12mm
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Solution
The correct option is B8mm ∵ 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=7.66mm
So, provide tw=8mm