Hey all,
I am currently undertaking a sewer system design using the Windes Programme. I can use the simplier parts such as the storage design and the system design. However i seem to be having problems when i bring the whole lot into simulation. Nothing seems to be linking up. I have a system...
Hi all
I am currently trying to design an attenuation tank with a permeable paving area for a 100 year storm with a max volumn of 501m3 as required by the client on the job. All drainage initially runs to the attenuation tank. I have sized my tank at 144m3. The plan area of the pavement area is...
Hey all
I have just graduated and have started designing some concrete members which i am not fully familiar with attenuation tanks etc. I was just wondering could anybody recommend the best concrete design book to me to offer me some clear and suitable guidance when designing concrete members...
Hey all
I seem to be having some problems converting Imperical units to metric as i am a uk engineer. The problem is to do with Shear in a flat slab.
Allowable Vc=4*sqrt(Fc)*bo*dv
Imperical Units
Vn=102,000lb
fc=4000psi
bo=83in
And the imperical depth for the slab is given as 4.86in
Mertic...