7.4.5.1 - beams transverse reinforcement account mainly be received shear force, V e , the action of the earthquake from left to right or right to left for the case to separately, and unfavorable result, Eq. (7.9) to be found (Figure 7.9) .
Kiriş uçlarındaki moment kapasiteleri, Mpi ≈1.4Mri ve...