Flexure (bending) is often the critical mode of failure in concrete floors; therefore the moment capacity of the floor is very important. As concrete has a very low tensile strength relative to its compressive strength, it can very easily crack and fail on the edge which is in tension. Therefore, any concrete element which is subject to significant bending moments requires reinforcement with a material which is strong in tension (usually steel).
Two simple ways to increase the moment capacity of an element are:
Finding the moment capacity of steel and macro-synthetic fibre-reinforced concrete is more complex than the methods used in calculating capacities of traditional reinforced concret. This is because it requires a notched beam test to be conducted with the actual fibre to be used in the design. The test acquires values of fR1, fR2, fR3 and fR4 which can be used to carry out moment capacity analysis on the slab.
Ask one of our experts or suggest a definition.