Sir, if reaction and bending moment is given then how we should solve the sum Question :-An ISMB 500 @852.5 N/m transmits an end reaction of 300 kN and bending moment of 150 kNm,under factored loads, to flange of a column 300 @576.8 N/m.Design the welded connections. If possible pls solve this sum I need help for exam 🙏
100x75x12 root radius is 8.5 mm in steel table as well as in IS 800. plz verify and respond asap. Also in the calculation of b2, ta is taken as 10. how? it should have been 12 mm as the thickness of angle is 12 mm. plz respond on this asap as many are taking reference of your videos. Also Rethaliya has many mistakes in calculations. Plz check.
Very insightful video👏🏼
Very Informative Series...
Very nice explanation ...one doubt, what is 1.1 while calculating moment of resistance of weld..1.2*(fy/g*zy). Why g=1.1?
Brother Please do a Detailed Video on Welded Gusetted Base also.... Thanks in advance.....
140mm kya hai sir clip angle me aur 3mm hamari clip angle ki weld length hai kya
Why didnt you check for shear? Does welding not undergo shear failure?
Sir how to select seat angle?
Stiffened weld connection video kidr hai sir
Bhai... Agr reaction k saath moment bhi dia hogaa toh kaise solve karega???
Sir, can you please guide us with lacing and battening design?
Reaction ko koi "mm"me convert karata he kya😂😂" kN"me ya phir "N" me reaction hota he. Logoko galat mat batao.
aapko time hyyto plastic moment koee section leker muje explain karo
Plz tell us is code page numbers
Stiffened welded connections
thank you so much. my to exam me aap kya bolena ohee likhtu.
Sir, if reaction and bending moment is given then how we should solve the sum
Question :-An ISMB 500 @852.5 N/m transmits an end reaction of 300 kN and bending moment of 150 kNm,under factored loads, to flange of a column 300 @576.8 N/m.Design the welded connections.
If possible pls solve this sum I need help for exam 🙏
100x75x12 root radius is 8.5 mm in steel table as well as in IS 800. plz verify and respond asap. Also in the calculation of b2, ta is taken as 10. how? it should have been 12 mm as the thickness of angle is 12 mm. plz respond on this asap as many are taking reference of your videos. Also Rethaliya has many mistakes in calculations. Plz check.
Stiffnen weld ke numericals solve karo na
stiffen be jaldi upload karo jaldise
Sir please tention member upload kor digia
b2 will 44
moment part is not clearly explained. Time for new video!!!!
Stiffened welded connection calculation