Man, I cannot thank u enough I have lost words you have cleared such a confusion creating topic so easily. Thanks from all the aspiring Civil Enginneers from India ❤❤
In Example 2, when one end of beam/slab is fixed then the calculated Le of 4500 mm is for that outer span only or it is for the inner spans as well. If not then how to calculate Le for inner spans ?
Hello. We compare support width with 1/12th of clear span length, if 2 adjacent supports have difference with then with which one we shall compare 1/12th of clear span length ?
Man, I cannot thank u enough I have lost words you have cleared such a confusion creating topic so easily. Thanks from all the aspiring Civil Enginneers from India ❤❤
In Example 2, when one end of beam/slab is fixed then the calculated Le of 4500 mm is for that outer span only or it is for the inner spans as well. If not then how to calculate Le for inner spans ?
same doubt... btw did you get the ans?
Thanks
Hello. We compare support width with 1/12th of clear span length, if 2 adjacent supports have difference with then with which one we shall compare 1/12th of clear span length ?