Consider the following statements:
Bars that extend into a simple support must be able to develop their full strength at a designated point L so that their moment capacity is more than the bending moment at that point. The clauses of the code require that (σs=0.85σsy)
1. Ld≤1.3M1V+L0
2. ϕσs4τbd≤1.3M1V+L0
3. ϕ≤4τbdσs(1.3M1V+L0)
Which of these statements are correct?