Design of fillet weld

[@GFT_GAMING_YT]

Nice teaching sir 👍😍

[@CIVILDINESHKUMARS]

It is very useful for us Sir I have been looking for a long time for a good teacher to take Steel Structure you take very clear and explain. pls put some more solved questions

[@simpleciviltamil7937]

Thankyou for your support sir, As of now, I'm trying to complete this course(DSS) as soon as possible, Thatswhy I am doing important questions only from the University exams as much as possible. After completing this course I will do more examples based subscribes need's if they asked some questions in the comments section. Again thanks for your support and blessings ❤

[@undhinesh]

hi, this video is very useful. i have doubt that if we have both moment and shear for weld connection then plz add any example thanks

[@simpleciviltamil7937]

Ok bro sure

[@chaitanyakumarjakkuva6130]

How is fu = 410 sir? Is that the ultimate stress of the steel angle?

[@Gaurav12114]

Yes

[@BHAKYA_LAKSHMI_E]

Working load 360 dhane sir

[@simpleciviltamil7937]

S bro

[@21naresh69]

​@@simpleciviltamil7937 But neenga 300 nu potu solve panirukinga sir

[@simpleciviltamil7937]

​@@21naresh69I made a mistake, sorry. You please solve according to the given load and thanks for your corrections

[@BHAKYA_LAKSHMI_E]

A tie member of a roof truss consists of 2 ISA 90 x 60 x 10 mm is connected to a 12 mm thick gusset plate on either side and carries a factored pull of 400KN , Design suitable welded connection. B

[@simpleciviltamil7937]

Why are you mentioned this question here bro/sis?

[@--KAVIYAAR]

@@simpleciviltamil7937 sir intha questions la 2 isa nu irukula intha 2 va cx ooda multiply pananum ah illa normal ah podanum ah sir

[@simpleciviltamil7937]

@@--KAVIYAAR no cxx common for both, so 2 aala multiply panna koodaathu, athukku pathil load divide by two and one angle area va use panni solve pannunga, and then final aah rendu side kkum answer same aah draw pannikonga

[@--KAVIYAAR]

@@simpleciviltamil7937 okay sir and then (Calculate the strength of a 16mm diameter bolt grade of 4.6 for a lap joint .the main plates to be joined are 10mm thick of Fe410 grade. Assume pitch and end distance of a bolt is 40mm and 30mm respectively and thread of a bolt is intercepting the shear plane) sir intha questions la thread of a bolt intercepting the shear plane nu kuduthurunga atha eppadi sir podurathu

[@simpleciviltamil7937]

Asb kku value pottu solve pannungama

[@BHAKYA_LAKSHMI_E]

Intha sum sir