hello everyone,
I have calculated the required reinforcement at the mid-span of the slab and trying to do the deflection check. At EC2-1 @ 7.4.2, i need to find ? which is the required tension reinforcement ratio at mid-span to resist the moment due to the design loads. Is it ?= As/(b*d) ?
Hello, everyone
I am working on my dissertation on Sap2000 v14.0 advanced. I have a truss of a railway bridge and i have some questions.
1)When I am clicking in "show tables" how can i get only the maximum for example bending moment from each element?
2)How can i get the result from a...