Table of Contents
CHAPTER 1—INTRODUCTION
CHAPTER 2—NOTATION AND DEFINITIONS
2.1—Notation
2.2—Definitions
CHAPTER 3—ANALYSIS CONCEPTS FOR SLENDER CONCRETE WALLS
3.1—Panel design model
3.2—Bending stiffness evaluation
3.3—Iteration method for P-∆ effects
3.4—Moment magnifier method
3.5—ACI 318 provisions
3.6—Comparison to 1997 Uniform Building Code
3.7—Limitations on panel slenderness
CHAPTER 4—LOADING CONDITIONS
4.1—Lateral loads
4.2—Axial loads
4.3—Panel self-weight
4.4—Load factors and combinations
CHAPTER 5—MINIMUM REINFORCEMENT
5.1—General
5.2—ACI 318 provisions
CHAPTER 6—CONTROL OF DEFLECTIONS
6.1—Creep and initial deflections
6.2—Deflection calculations
6.3—Deflection limits
CHAPTER 7—PANEL DESIGN PROCEDURES
7.1—Solid panels without openings
7.2—Panels with openings
7.3—Concentrated axial loads
7.4—Concentrated lateral loads
7.5—Multiple spans and effects of continuity
7.6—Isolated footings or pier foundations
7.7—Cantilever panels
CHAPTER 8—IN-PLANE SHEAR
8.1—Resistance to panel overturning
8.2—Resistance to sliding
8.3—Concrete shear resistance
8.4—Seismic ductility
8.5—In-plane frame design
8.6—Lateral analysis of wall panels linked in-plane
CHAPTER 9—CONNECTIONS FOR TILT-UP PANELS
9.1—Connection types
9.2—Design considerations
CHAPTER 10—CONSTRUCTION REQUIREMENTS
10.1—Forming and construction tolerances
10.2—Concrete for tilt-up panels
10.3—Panel reinforcement
CHAPTER 11—DESIGN FOR LIFTING STRESSES
11.1—General lifting concepts
11.2—Steps for performing a lifting design
11.3—Lifting considerations: building engineer of record
11.4—Lifting design considerations: panel specialty engineer
CHAPTER 12—TEMPORARY PANEL BRACING
12.1—Brace geometry and number of braces
12.2—Knee and lateral bracing
12.3—Bracing to slab-on-ground
12.4—Deadmen
12.5—Base sliding
12.6—Alternate bracing methods
CHAPTER 13—REFERENCES
Authored references
APPENDIX A—DERIVATION OF Mn AND Icr
A.1—Derivation of Mn and Icr based on rectangular stress block
A.2—Derivation of Mn and Icr based on triangular stress distribution
APPENDIX B—DESIGN EXAMPLES FOR OUT-OF-PLANE FORCES
B.1—Panel with no openings design example
B.1M—Panel with no openings design example (metric)
B.2—Panel with a 10 x 15 ft door opening design example
B.3—Panel with concentrated axial load design example
B.4—Panel with concentrated lateral load design example
B.5—Multi-story panel design example
B.6—Panel with dock-high condition design example
B.7—Plain panel with fixed end design example
B.8—Plain panel on isolated footing or pier design example
B.9—Panel with stiffening pilasters and header design example