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This document describes the characteristics and load-bearing analysis of a reinforced concrete slab that transfers loads in two directions. The slab has a thickness of 20 cm and is made of C35/45 concrete reinforced with B500B rebar. Static analysis was performed to calculate the maximum and minimum bending moments in different fields of the slab under various permanent and variable load cases. The results of the load-bearing checks confirmed that the adopted slab thickness is sufficient.

Author

Vuk Vujatovic

Language

EN