Steel structures | Design of Plate Girder-6 | RGPV | GATE | Steel-1 | Design steps of plate girder

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[@blaze102]

1:03:43 Sir, you took the size of and stiffener as 200 × 15 mm, but in the diagram you were showing 210 × 15 and also in above calculations, you took the width has to under 200mm and now in shear calculation, you are taking it as 200mm unable to understand.

[@blaze102]

1:00:00 Sir your Slenderness ratio calculation is wrong It is coming out to be 11.17
But the value of Fcd that you have calculated by interpolation from table 9c is correct I think there is an error in writing the value of slenderness ratio only

[@crkr1955]

Provide flange width of 600 mm
Else, there will be wastage of material n scrap will b accumulated

[@crkr1955]

Your example is good
But there is no 1300 mm plate
From practical consuderation
Provide 1250
Or 1400 mm deep web

[@Digitecheducation]

Ok sir thank you for your valuable suggestion