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SLABS EXAMPLE 1Twoway slab without beams designed according to Slabs Design
SLABS EXAMPLE lAlt Twoway slab without beams designed using relative stiffness
SLABS DESIGN PROCEDURE II for twoway slabs with beams designed by ACI 31889
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center line centered on Line centroid Code Handbook Reference Code Reference Explanation Column A3 column lines column strip Commentary on Slabs Compute concrete corner column crack control critical section cross section dead load deflection Design Aid design frames centered dimensions Direct Design Method distribution drop panels edge beam edge column effective slab depth Enter SLABS Equivalent Frame Method exterior face exterior negative factored moments fc fc fc flexural stiffness frames along Lines half middle strip Handbook Reference Explanation interior beams interior columns interior span interpolation kip-ft kips live load midspan modulus of elasticity moment-shear transfer Panel S2 pattern loading percent perimeter shear ratio rectangular Reference Explanation Calculation REINF shear stress due slab without beams SLABS 9 Slabs Design Procedure Slabs Example statically indeterminate Step 5 Slabs Step 9 Strip Positive table in Section torsional stiffness trial slab thickness two-way slab unbalanced yield strength