Numerical on Bolted Unstiffened Connection - Design of Connections

[@ayushtiwari2215]

Thank u sir

[@bobrobert8684]

Good work prof.

[@vedanshgarg7938]

14:37

[@prathamverma6128]

the unit of the moment at critical angle you have calculated should be kn mm

[@parisjoshi2169]

no its correct....in kn mm the ans is in the power of 10^3. When you convert mm to m the 10^3 is removed

[@prathamverma6128]

why didnt u use angle sections of lesser dimensions and why only unequal angle was used , could we use equal angles if possible please specify

[@lekha1056]

Sir why did we not check shear capacity ?

[@prathamverma6128]

even if we check the shear capacity the value of design shear strength is 196.82kn which is greater than the end reaction 110kn therefore the angle chosen is correct

[@prathamverma6128]

when u used the angle section of 75mm then why are u using the value of b as 70.14 while calculationg b1

[@VishalSingh-zw2zm]

Sir what Abt IS code references?