Thank you very much for the reply. Now the problem is that when I am calculating the maximum allowable length/depth according to the chosen reinforcement area, is extremely high(40m length) and it is increasing as I am reducing the reinforcement area which is...
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) ?
Thanks for the fast reply.
1)The thing is that I need only the maximum bending moment from each member , neglecting in which part of the member it happens.I can do it from sap?
2)When i am selecting a group it coloured it in the "3-d view" but then in the "show tables" , the button "selection...
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...
