Fundamentals of designing rational slab steel-reinforced concrete structures and elements of floors
DOI:
https://doi.org/10.26906/znp.2022.58.3080Keywords:
steel-reinforced concrete, slab structures, flexural strength, floors, designAbstract
The article provides a general methodology for calculating and designing rational (optimal) slab structures and elements of steel-reinforced concrete (SRC) floors, taking into account the ultimate stress-strain state of their elements at the moment of their destruction. The method of rational (optimal) design of slab SRC elements of floors depending on the ultimate stress-strain state at the time of failure of their component parts includes the solution of two problems: the selection of the cross section of the slab SRC element and its reinforcement, which is a direct task of optimization design; checking the bending strength in the calculated cross-sections of the slab SRC element
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