Floor Slab Design Calculations

Self weight 175x25x10 3 4 375kn mm2.

Floor slab design calculations.

Concrete rebar calculator plan view diagram round measurements to 1 32 1 16 1 8 1 4 1 2 running bar points length left to right. Concrete floor slabs design requirements equations and calculator. Floors ctr wall ld thickness calculate the required thickness of a concrete slab on grade floor to support a wall load at the center interior or on a joint. Design of slabs on ground aci 360r 06 by american concrete institute 2006 4.

The slab has to carry a distributed permanent action of 1 0 kn m2 excluding slab self weight and a variable action of 3. Just remember to add some extra concrete to your total order because running short is not an option. While doing calculations we assume the self weight of columns is between 10 to 15 kn per floor. Calculate the maximum wall load that the maximum wall load that a concrete slab on grade floor can support at a joint or at the center interior of the slab.

Design of slab examples and tutorials by sharifah maszura syed mohsin example 1. In warehouses and distribution centers the ground floor slab is critical to the effective functioning of the facility. Concrete slab calculator for slabs floors footings and cylinders. That said there remains considerable misunderstanding concerning the specification design and construction.

Civil engineering design knowledge. Load calculation on column beam slab. We assume each meter of the beam has dimensions of 230 mm x 450 mm excluding slab thickness. Slab thickness design for industrial concrete floors on grade is195 01d by robert g.

This is a terrific concrete slab calculator for estimating how many cubic yards to order to complete your concrete slabs concrete floors concrete walls and concrete footings. We adopt the same method of calculations for beam also. If the slab can support interior column loads then the exterior columns should be sufficiently strong. Simply supported one way slab a rectangular reinforced concrete slab is simply supported on two masonry walls 250 mm thick and 3 75 m apart.