Moment Curvature relationship:
The points highlighted are
cracking, yielding, and concrete strain values of 0.003, 0.004,
0.005, and 0.006 respectively.
For the cross section of Figure 4.1(a) and the given tensile reinforcing areas, sketch the moment-curvature...
Compare the cracking moment based on the gross section properties and the transformed section properties with four No. 11 (No. 36) bars in Figure P4.1a based on a concrete tensile capacity of 7.5 FIGURE P4.1 12-1 2-2 24 typ 2-6 8-1 (d)E-3000 psl (a)E-4000 psi (c)-6000 ps (D)E-5000 ps
Compare the cracking moment based on the gross section properties and the transformed section properties with four No. 11 (No. 36) bars in Figure P4.1a based on a concrete tensile capacity...