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Thank you sir
width of flange o.3 times hi kyu assume kiya ?/
Slef weight of plate girder is WL/200 kadha❔❓
It's range b/w wl/200 to wl/400
Wao 😊
K= 5 for welded and 5.5 for bolted why you take 180 ?
K is value is to be taken 67 to 200 for stiffener,and for without stiffener it should be below 67
Self weight of girder formula wl/400 how we get sir
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
Step 6 nunchi ekkada undhi sir
tnku sir
area of flange ka formula code me given hai ??
Thank you sir
width of flange o.3 times hi kyu assume kiya ?/
Slef weight of plate girder is WL/200 kadha❔❓
It's range b/w wl/200 to wl/400
Wao 😊
K= 5 for welded and 5.5 for bolted why you take 180 ?
K is value is to be taken 67 to 200 for stiffener,and for without stiffener it should be below 67
Self weight of girder formula wl/400 how we get sir
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
Step 6 nunchi ekkada undhi sir
tnku sir
area of flange ka formula code me given hai ??