Design of Welded Plate Girder

Without Intermediate Stiffeners - 1 (Step 1to5)

[@-DhimanDas]

Thank you sir

[@NEHAYADAV-yp3ro]

Wao 😊

[@-OjingTali]

tnku sir

[@radhekrishna_RK9]

width of flange o.3 times hi kyu assume kiya ?/

[@konduruanand9116]

Self weight of girder formula wl/400 how we get sir

[@amruththeeditor5201]

Bro in this question on my exam fe 410 will given yield stress not given then I take fy= 410 n/ mm² is it correct broo

[@mayanksuthar479]

K= 5 for welded and 5.5 for bolted why you take 180 ?

[@sujankumar606]

K is value is to be taken 67 to 200 for stiffener,and for without stiffener it should be below 67

[@rajinikanthrajinikanth6760]

Step 6 nunchi ekkada undhi sir

[@veturimadhu]

Slef weight of plate girder is WL/200 kadha❔❓

[@alaganijagadeesh1368]

It's range b/w wl/200 to wl/400

[@radhekrishna_RK9]

area of flange ka formula code me given hai ??