302. 1R-04 Guide for Concrete Floor and Slab Construction 9 8—Protection of slab during construction 9 9—Temperature drawdown in cold storage and freezer rooms 9 10—Joint filling and sealing Chapter 10—Quality control checklist, p 302 1R-61 10 1—Introduction 10 2—Partial list of important items to be observed Chapter 11—Causes of floor and slab surface imperfections, p 302 1R-62
ACI 360R-10 Guide to Design of Slabs-on-Ground 3 2—Slab types 3 3—General comparison of slab types 3 4—Design and construction variables 3 5—Conclusion Chapter 4—Soil support systems for slabs-on-ground, p 360R-8 4 1—Introduction 4 2—Geotechnical engineering reports 4 3—Subgrade classification 4 4—Modulus of subgrade reaction 4 5—Design of slab-support system 4 6—Site
421. 1R-20: Guide for Shear Reinforcement for Slabs D 1—Interior column-slab connection, p 21 D 2—Edge column-slab connection, p 23 D 3—Corner column-slab connection, p 24 D 4—Prestressed slab-column connection, p 26 CHAPTER 1—INTRODUCTION AND SCOPE 1 1—Introduction In flat-plate floors, slab-column connections are subjected to high shear stresses produced by the transfer of the
Consolidation of concrete—required or not? We always require concrete slabs to be vibrated, regardless if they are cast on ground, temporary formwork, or metal deck 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?
Concrete Placements Exposed to Rain Keywords: surface, slab, finishing, rainwater DOI: Date: 8 1 2019 Abstract: Concrete can be exposed to rain at various stages of placements Being prepared for a rain event allows potential risk to be managed effectively The article discusses the harmful properties of rainstorms and potential types of damage that can occur
ACI PRC-421. 3-15 Guide to Design of Reinforced Two-Way Slab Systems 6 1—Minimum slab thickness 6 2—Deflection analysis 6 3—Crack control in reinforced two-way action structural slabs and plates CHAPTER 7—DESIGN OF SLAB-COLUMN FRAMES UNDER LATERAL FORCES 7 1—General 7 2—Analysis of slab-column frames under lateral forces 7 3—Arrangement of reinforcement in slabs for intermediate moment frames
ACI PRC-360-10 Guide to Design of Slabs-on-Ground 3 2—Slab types 3 3—General comparison of slab types 3 4—Design and construction variables 3 5—Conclusion Chapter 4—Soil support systems for slabs-on-ground 4 1—Introduction 4 2—Geotechnical engineering reports 4 3—Subgrade classification 4 4—Modulus of subgrade reaction 4 5—Design of slab-support system 4 6—Site
ACI 318-14 - American Concrete Institute 8 3 1—Minimum slab thickness 8 3 2—Calculated deflection limits 8 3 3—Reinforcement strain limit in nonprestressed slabs 8 3 4—Stress limits in prestressed slabs 8 4—Required strength 8 4 1—General 8 4 2—Factored moment 8 4 2 3—Factored slab moment resisted by the column Unbalanced factored moment