- #1
nmk15
- 2
- 0
Hi
I have a wood beam (that has a width w , and a length L ) supported at 4 corners. A uniform load of wt lb/ft covers the entire top surface area of the beam. each corner has a structural tubing steel. when performing stress and loading analysis, how can I simplyfy the above to be a beam supported at two ends? is there any example or toturials that covers beams supported at 4 corners and the stress and loading analysis explained. ****this is not a homwwork problem ***
thanks
I have a wood beam (that has a width w , and a length L ) supported at 4 corners. A uniform load of wt lb/ft covers the entire top surface area of the beam. each corner has a structural tubing steel. when performing stress and loading analysis, how can I simplyfy the above to be a beam supported at two ends? is there any example or toturials that covers beams supported at 4 corners and the stress and loading analysis explained. ****this is not a homwwork problem ***
thanks