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Transfer Girder Design having more Depth

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I am designing a Transfer Girder, having Size of 1750 x 3000. To find Area of Reinforcement, I am considering only Bending Moment. (Span of Beam is 18m)


Is there any special condition, I have to check. Because the Depth of Beam is 3m. 


What is the Maximum Depth for Beam Members?.


Can anybody having the design experiences share some knowledge?


Thanks in advance.

Best Regards,

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