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I have a slab of 20cm thickness of 20m by 4m in wich we are installing 15 tons electric panels , and we have put 4 H-shaped columns under the slab but we have done many cores in the slab which seems very normal , can you help me by telling me how to calculate the bearing capacity of the slab or give me an idea if i should increase more columns Note: load distribution area 12*1.5 m2
2375Post New GS Infra Civil Engineering Interview Questions
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GS Infra Civil Engineering Interview Questions (1)
How to run sql server 2005 books online on your local system?
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what question do you think is important question you have been ask?
A client invokes a method on a stateful session bean instance deployed in the weblogic server. While the method execution is in progress another method call arrives on the server. What will be the result? : BEA Weblogic
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