Recent content by structcivi

What is the maximum possible range? Is it 10N/mm2?

How to classify a braced column and unbraced column? For example if there's a wind resisting beam column frame, the columns in the frame are braced/unbraced?

Possibility of using different grades of concrete in same building ( i e different grades for columns and beams) according to BS code?

This is a light post that is used in day and night cricket matches. Height is about 45m.

It is stadium lamp post and the moment at the foundation level is about 5000kNm. So how to overcome the uplift force generated? Also there are anchor bolts in 20 numbers in a circular arrangement for a depth of 3000mm.