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- 302. 1R-04 Guide for Concrete Floor and Slab Construction
This guide presents state-of-the-art information relative to the construction of slab-on-ground and suspended-slab floors for industrial, commercial, and institutional buildings It is applicable to the construction of normalweight and struc-tural lightweight concrete floors and slabs made with conven-tional portland and blended cements
- When should saw cuts be made on a concrete slab?
A Saw cuts, also called relief cuts, should be timed carefully to control cracking and maintain the integrity of the slab According to ACI 302 1R-15, saw-cutt
- ACI 360R-10 Guide to Design of Slabs-on-Ground
This guide covers the design of slabs-on-ground for loads from material stored directly on the slab, storage rack loads, and static and dynamic loads associated with equipment and vehicles
- SP-17M(14): The Reinforced Concrete Design Handbook
It is ten feet high and has an extra column added in every bay along Grids A through F to support a two-way slab at the second level There are base- ment walls at the perimeter The structural system is an ordinary concrete shear wall in the north south direction and an ordinary concrete moment frame in east west direction
- 421. 1R-20: Guide for Shear Reinforcement for Slabs
ACI 318 sets out the principles of design for slab shear reinforcement and makes specific reference to stirrups and headed studs This guide reviews available types and makes recommendations for their design
- Tapered Slab Structural System - American Concrete Institute
The tapered slab structure is an improvement of the flat slab structural system In countries where large magnitude earthquakes are frequent, conventional flat
- Consolidation of concrete—required or not?
I know that ACI 301 provides provisions for vibrating normal-weight concrete and lightweight concrete, but does it have a section that explicitly states that a concrete slab must be vibrated? Lately, contractors have questioned the need for consolidation of slabs, and it has become an issue on-site
- FOLD OUT LAYOUT - American Concrete Institute
In drawing wall elevations where footing steps occur, the detailer refers to the “Typical Stepped Footing” detail on the structural drawing and footing elevations on the plan view The exact horizontal location of these steps, however, is not given In this case, the detailer makes an assumption, shows the dimensions on the elevations (see Elevation 2-2), circles same, and adds a note
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