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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 m21245
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Hi, I am a VAT/CST dealer in Pune. I had got a work contract with other AP state government. can i purchase material in AP state on 2% CST on issuing 'C' form and supply the same material to the AP state government on VAT /CST 5%. As the government departments are not issuing 'D' forms. please guide.
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