Does degree of bend of rebars has any effect on strength of the member?
For example- if a beam is designed with 45 degree bent up bar with respect to architechtural needs and is not 45 in practical so will there be any reduction in the strength of member?
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Can any colleague send me the steel frame pictures of roofs, beams, columns, footings, roof bends, door bends etc. I shall be very gratefull.Suhail_akhter@hotmail.com
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