what is a factored design action and how did you get the 150kN ? Also how can i go about solving this question. Determine the moment and shear capacity of Quarter span and three quarter span point load of 67kN each assuming each beam is fully laterally restrained.
what an excellent video
I wish my lecturer were as half as good as you
what is a factored design action and how did you get the 150kN ?
Also how can i go about solving this question. Determine the moment and shear capacity of Quarter span and three quarter
span point load of 67kN each assuming each beam is fully
laterally restrained.
In the eurocode it only mentions I sections for using the MyVRD equaiton. Is it also applicable to H sections?
Nice videos,but please dont talk so fast.Its hard to follow ...Thanks