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...
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.