About the author  ⁄ Amin Ghali, M.Sc, Ph.D., P.Eng.

Amin Ghali is an Emeritus Professor, at the University of Calgary, Department of Civil Engineering. (aghali@ucalgary.ca)

Recently, it became fairly apparent that construction cost of affordable housing – using current building codes and models – is quite high on a unit cost basis. This cost issue reduces the number of units available and makes them prohibitively expensive for many potential buyers. However, current knowledge enables construction of multi-story concrete flat plate buildings of optimum cost. Typically, sixty to eighty percent of structural concrete volume in a multi-story flat plate building goes in slabs. In the U.S., it is typical for multi-story residential buildings to be post-tensioned concrete construction, typically with 8 inch (203 mm) thick slabs spanning up to 30 feet (9.1 m) between columns and/or bearing walls. This framing system layout provides architects with flexibility in room and unit layout on a given floor, and in adjacent stories, since the unit walls are not required to stack, as is the case in economical multi-story wood frame construction. Structural engineers have long known that greater number of columns reduces both the slab spans and the overall cost of construction; shorter spans allow for using thinner slabs.

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This article presents an alternative method for designing concrete flat slabs subjected to flexure-induced punching. The design method meets the requirements of ACI 318-14, Building Code Requirements for Structural Concrete and Commentary, Canadian Standard CSA A23.3-14, Design of Concrete Structures, and recommendations of ACI 421.1R-08, Guide to Shear Reinforcement for Slabs, and ACI 421.2R-10, Guide to Seismic Design of Punching Shear Reinforcement in Flat Plates. The flexural reinforcement above the columns in two orthogonal directions should not be less than a calculated minimum amount to resist flexure-induced punching. Insufficient flexural reinforcement would induce wide flexure cracks extending deep in the slab thickness and, if these cracks joined a shear crack, a punching failure would result.
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STRUCTURE magazine