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Good work prof.
14:37
Thank u sir
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
Sir what Abt IS code references?
the unit of the moment at critical angle you have calculated should be kn mm
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
when u used the angle section of 75mm then why are u using the value of b as 70.14 while calculationg b1
Sir why did we not check shear capacity ?
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
Good work prof.
14:37
Thank u sir
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
Sir what Abt IS code references?
the unit of the moment at critical angle you have calculated should be kn mm
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
when u used the angle section of 75mm then why are u using the value of b as 70.14 while calculationg b1
Sir why did we not check shear capacity ?
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