Lecture 18: Eccentric Connection (Load Lying Perpendicular to Plane of Welded Joint)

[@kkb3091]

Thanks Prof. Maity!!! Nice Lecture!!!

[@ghergol6756]

U r the best sir

[@nareshshanbhag]

maiti ji excellent effort to bring this course.

[@anetalkar6993]

In this video at 23:34 weld strength Rw = fy/partial safety factor for weld (Ymw) should be used?

[@shubhashchandrapathak9626]

We will use a partial factor of safety governed by yielding. Refer Is 800:2007 code Table 5

[@pillasai06]

Fb we derived as 3m/2tt d^2 but yor are used 6m why

[@hasanshirazi9535]

Perpendicular Eccentric Connections - Welds

[@shivamsharanlall672]

Can you tell why the equivalent stress at 6:25 and 22:00 are different?

[@akashraut4183]

@@shivamsharanlall672 ya i too have same question, ya both the stresses are perpendicular to each other but due to bending normal stress is develop there the formula for equivalent stress at 6:25 should be sqrt(q^2+3qb^2) as in at 22:00

[@cocgaming5288]

plz make more video on steel structure

[@saurav2945]

whosoever learning now, correction in equivalent stress in case of fillet weld
Fe^2=(fb^2+3*q^2)

[@saurav2945]

according to code given by maximum distortion energy theory.

[@PersonalDevelopment-nf8pu]

Hii sourav sr has done wrong?

[@hasanshirazi9535]

Course website: nptel.ac.in/courses/105105162/

[@akashpoddar2025]

Hi