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Hi there, i would like to ask how to design different level of beams (or) different size beam as continuous beam? For example: 1. Span 1 Span 2 Span 3 250 x 450 250 x 600 250 x 750 (beam size) 2. Span 1 Span 2 Span 3 +450 +400 +350...

thanks for the information. I try if i can figure it out or not.

It is 12mm deformed bar cast into a normal weight concrete with some grade.... i just wanna know if there any formula to calculate it because i cant get it anywhere. This is for my own research.

Hi, I face some problem in my research..... can anyone provide the formula to calculate the pull out force required to pull the steel bar from concrete? Thanks a lot.