Recent content by guuy18

ok thxs for the quick reply i will do what you suggested and i will post back my finding cheers . And many thxs for the help.

The angle section is welded to the box section by a slot being machined out of the steel angle so it can be slotted into the box section Heres a crude drawing of how its attached to the box section : The size of the box section is irrelevant but if this info is needed it will be 50 mm...

a = 40mm b= 40mm c = 5mm ignore rads

Homework Statement I have a steel angle (40 x 40 x 5mm) which is welded to box section either side it is 1000mm in lenght. It will have have load of 45kg on it (point load). I need to find the maximum deflection of this beam, which i think will come under a fixed-fixed type beam...