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
1803Post New GS Infra Interview Questions
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Hi Experts, recently i have been facing the questions from Intercompany sales configuration, internet sales orders,Shipment cost configuration, EDI orders......i hv been facing about configuration setting dey r asking frequently......so my humble request u guys pls post d required setting from a-z stepbystep...i know littlebit bt not verysure about the output so am expecting from urs.........dont forget to tell stepby step please........am verythankful if u can guys help me out dis..
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