Masonry Structural Design for Buildings - index
Chapter 1. Introduction - ufc_3_310_05a0011
Chapter 2. Quality Assurance In Masonry
Minimum contract drawing details requirements
Site visits.
Chapter 3. Materials , Properties, Standard Tests And Efflorescene
Table 3-1. Durability
Visual properties.
Mortar
Water retentivity
Grout.
Reinforcement.
Efflorescence.
Design Details.
Chapter 4. Design For Crack Control
Brick walls.
Composite Walls
Chapter 5. General Criteria For Reinforced Masonry
Table 5-1. Assumed Dimensions of Hollow Concrete Masonry Units Associated Dimensions, Inches
Table 5-2. Equivalent Wall Thickness for Computing Compression and Shear Stress Parallel
Table 5-3. Area Affective in Axial Compression and In In-plane Shear
Table 5-5. Weight of CMU Walls Pounds Per Square Foot
Design Coefficients
Flexural design T-sections.
Design For Axial Compression
Table 5-8. Allowable Working Stresses for Grade 60 Reinforcing Bars
Basic Reinforcement Requirements
Connections between elements
Table 5-12. Allowable Tension in Bolts in Pounds, Based on the Compressive Strenght of Masonry
Table 5-13. Allowable Tension in Bolts in Pounds, Based on a Steel Yield Strength
Chapter 6. Reinforced Masonry Walls
Figure 6-1. Wall Loading, Moment, and Deflection Diagram-Wind and Axial Load Moments Additive
Axial compression equations.
P-Delta Effect.
Design Examples. - Continued
Design Examples. - Continued - ufc_3_310_05a0045
Design Examples. - Continued - ufc_3_310_05a0046
Figure 6-3. Example 3 Wall Elevation
Design Examples. - Continued - ufc_3_310_05a0048
Figure 6-4. Section A Through Wall Stiffener
Chapter 7. Reinforced Masonry Shear Walls
Design Considerations. - ufc_3_310_05a0051
Rigidity.
Distribution of Forces to Shear Walls.
Figure 7-3. Deformation of Shear Wall With Openings
Shear Wall Rigidity Analysis.
Shear Wall Rigidity Analysis. - Continued
Design examples - ufc_3_310_05a0057
Figure 7-5a. Wall Defection Chart
Figure 7-5a. Wall Deflection Chart
Figure 7-6. Design Example 1 Wall Elevation
Figure 7-7. Design Example 2 Wall Elevation
Design examples - Continued
Design examples - Continued
Axial Load Check.
Table 7-1. Centroid and Moment of Inertia of Net Wall Section
Flexural Check - ufc_3_310_05a0066
Combined Load Check
Combined Load Check - Continued
Chapter 8. Lintels
Bearings pressure at lintel reaction.
Lateral support.
Deflection Check
Bearing Check
Lintel Depth Determination.
Flexural Check - ufc_3_310_05a0075
Figure 8-5. Example 2 Lintel Cross Section
Bearing Check.
Figure 8-6. Example 3 Wall Elevation
Figure 8-7. Example 3 Cross Section
Deflection Check.
Figure 8-8. Dead Load Shear and Moment Diagrams
Shear Check.
Figure 8-10. Location of Web Reiforcement In Lintel
Shear Check. - Continued
Chapter 9. Columns and Pilasters
Loadings.
Reaction location.
General behavior
Design procedures.
Table 9-1. K Flactors For Columns and Pilasters
Design considerations.
Design Example - ufc_3_310_05a0092
Design Example - Continued - ufc_3_310_05a0093
Design Example - Continued - ufc_3_310_05a0094
Design Example - Continued - ufc_3_310_05a0095
Chapter 10. Nondestructive Evaluation Techniques
Table 10-1. Use of NDE Methods
Figure 10-1. Prism Compressive Strength Vs. Rebound Number
Application. - ufc_3_310_05a0099
In-situ shear test.
Application. - ufc_3_310_05a0101
Experimental procedure
Direct (through-wall) tests.
Equipment - ufc_3_310_05a0104
Location of reinforcement and ties.
Advantages and Disadvantages of All NDE Tests
Ultrasonic pulse velocity.
Appendix A: References - ufc_3_310_05a0108
Appendix A: References - Continued - ufc_3_310_05a0109
Appendix B: Design Aids For Reinforced Masonry Walls
Table B-2. Properties of Wall Stiffeners With One Reinforcing Bar in Each Reinforced Cell
Table B-3. Properties of Wall Stiffeners With One Reinforcing Bar in Each Reinforced Cell
Table B-4. Properties of Wall Stiffeners With One Reinforcing Bar In Each Reinforced Cell
Table B-5. Properties of Wall Stiffeners With Two Reinforcing Bars in Each Reinforced Cell
Table B-6. Properties of Wall Stiffeners With Two Reinforcing Bars in Each Reinforced Cell
Table B-7. Properties of Wall Stiffeners With Two Reinforcing Bars in Each Reinforced Cell
Table B-8. Properties of Wall Stiffeners With One Reinforcing Bar in Each Reinforced Cell
Table B-9. Properties of Wall Stiffeners With One Reinforcing Bar in Each Reinforced Cell
Table B-10. Properties of Wall Stiffeners With One Reinforcing Bar in Each Reinforced Cell
Table B-11. Properties of Wall Stiffeners With One Reinforcing Bar in Each Reinforced Cell
Table B-12. Properties of Wall Stiffeners With Two Reinforcing Bar in Each Reinforced Cell
Table B-13. Properties of Wall Stiffeners With Two Reinforcing Bars in Each Reinforced Cell
Table B-14. Properties of Wall Stiffeners With Two Reinforcing Bars in Each Reinforced Cell
Table B-16. Reinforcement Spacing in Inches for 6 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-17. Reinforcement Spacing in Inches for 6 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-18. Reinforcement Spacing in Inches for 6 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-20. Reinforcement Spacing in Inches for 6 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-21. Reinforcement Spacing in Inches for 6 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-22. Reinforcement Spacing in Inches for 6 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-24. Reinforcement Spacing in Inches for 6 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-25. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-26. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-27. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-28. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-29. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-30. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-31. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-32. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-33. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-34. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-35. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-36. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-37. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-38. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-39. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-40. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-41. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-42. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-43. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-44. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-45. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-46. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-47. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-48. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-49. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-50. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Appendix C: Lintel Design Aids
Table C-7. 8 CMU Lintel 8" Deep-2 Bar
Table C-11. 8 CMU Lintel 40" Deep-2 Bar
Table C-16. 10 CMU Lintel 32" Deep-2 Bar
Table C-21. 12 CMU Lintel 24" Deep-2 Bar
Table C-27. 6 CMU Lintel 24" Deep-1 Bar
Table C-31. 8 CMU Lintel 8" Deep - 2 Bar
Table C-36. 8 CMU Lintel 48" Deep - 2 Bar
Table C-41. 10 CMU Lintel 40" Deep - 2 Bar
Table C-46. 12 CMU Lintel 32" Deep - 2 Bar
Chapter 1. Introduction - ufc_3_310_05a0011
Chapter 2. Quality Assurance In Masonry
Minimum contract drawing details requirements
Site visits.
Chapter 3. Materials , Properties, Standard Tests And Efflorescene
Table 3-1. Durability
Visual properties.
Mortar
Water retentivity
Grout.
Reinforcement.
Efflorescence.
Design Details.
Chapter 4. Design For Crack Control
Brick walls.
Composite Walls
Chapter 5. General Criteria For Reinforced Masonry
Table 5-1. Assumed Dimensions of Hollow Concrete Masonry Units Associated Dimensions, Inches
Table 5-2. Equivalent Wall Thickness for Computing Compression and Shear Stress Parallel
Table 5-3. Area Affective in Axial Compression and In In-plane Shear
Table 5-5. Weight of CMU Walls Pounds Per Square Foot
Design Coefficients
Flexural design T-sections.
Design For Axial Compression
Table 5-8. Allowable Working Stresses for Grade 60 Reinforcing Bars
Basic Reinforcement Requirements
Connections between elements
Table 5-12. Allowable Tension in Bolts in Pounds, Based on the Compressive Strenght of Masonry
Table 5-13. Allowable Tension in Bolts in Pounds, Based on a Steel Yield Strength
Chapter 6. Reinforced Masonry Walls
Figure 6-1. Wall Loading, Moment, and Deflection Diagram-Wind and Axial Load Moments Additive
Axial compression equations.
P-Delta Effect.
Design Examples. - Continued
Design Examples. - Continued - ufc_3_310_05a0045
Design Examples. - Continued - ufc_3_310_05a0046
Figure 6-3. Example 3 Wall Elevation
Design Examples. - Continued - ufc_3_310_05a0048
Figure 6-4. Section A Through Wall Stiffener
Chapter 7. Reinforced Masonry Shear Walls
Design Considerations. - ufc_3_310_05a0051
Rigidity.
Distribution of Forces to Shear Walls.
Figure 7-3. Deformation of Shear Wall With Openings
Shear Wall Rigidity Analysis.
Shear Wall Rigidity Analysis. - Continued
Design examples - ufc_3_310_05a0057
Figure 7-5a. Wall Defection Chart
Figure 7-5a. Wall Deflection Chart
Figure 7-6. Design Example 1 Wall Elevation
Figure 7-7. Design Example 2 Wall Elevation
Design examples - Continued
Design examples - Continued
Axial Load Check.
Table 7-1. Centroid and Moment of Inertia of Net Wall Section
Flexural Check - ufc_3_310_05a0066
Combined Load Check
Combined Load Check - Continued
Chapter 8. Lintels
Bearings pressure at lintel reaction.
Lateral support.
Deflection Check
Bearing Check
Lintel Depth Determination.
Flexural Check - ufc_3_310_05a0075
Figure 8-5. Example 2 Lintel Cross Section
Bearing Check.
Figure 8-6. Example 3 Wall Elevation
Figure 8-7. Example 3 Cross Section
Deflection Check.
Figure 8-8. Dead Load Shear and Moment Diagrams
Shear Check.
Figure 8-10. Location of Web Reiforcement In Lintel
Shear Check. - Continued
Chapter 9. Columns and Pilasters
Loadings.
Reaction location.
General behavior
Design procedures.
Table 9-1. K Flactors For Columns and Pilasters
Design considerations.
Design Example - ufc_3_310_05a0092
Design Example - Continued - ufc_3_310_05a0093
Design Example - Continued - ufc_3_310_05a0094
Design Example - Continued - ufc_3_310_05a0095
Chapter 10. Nondestructive Evaluation Techniques
Table 10-1. Use of NDE Methods
Figure 10-1. Prism Compressive Strength Vs. Rebound Number
Application. - ufc_3_310_05a0099
In-situ shear test.
Application. - ufc_3_310_05a0101
Experimental procedure
Direct (through-wall) tests.
Equipment - ufc_3_310_05a0104
Location of reinforcement and ties.
Advantages and Disadvantages of All NDE Tests
Ultrasonic pulse velocity.
Appendix A: References - ufc_3_310_05a0108
Appendix A: References - Continued - ufc_3_310_05a0109
Appendix B: Design Aids For Reinforced Masonry Walls
Table B-2. Properties of Wall Stiffeners With One Reinforcing Bar in Each Reinforced Cell
Table B-3. Properties of Wall Stiffeners With One Reinforcing Bar in Each Reinforced Cell
Table B-4. Properties of Wall Stiffeners With One Reinforcing Bar In Each Reinforced Cell
Table B-5. Properties of Wall Stiffeners With Two Reinforcing Bars in Each Reinforced Cell
Table B-6. Properties of Wall Stiffeners With Two Reinforcing Bars in Each Reinforced Cell
Table B-7. Properties of Wall Stiffeners With Two Reinforcing Bars in Each Reinforced Cell
Table B-8. Properties of Wall Stiffeners With One Reinforcing Bar in Each Reinforced Cell
Table B-9. Properties of Wall Stiffeners With One Reinforcing Bar in Each Reinforced Cell
Table B-10. Properties of Wall Stiffeners With One Reinforcing Bar in Each Reinforced Cell
Table B-11. Properties of Wall Stiffeners With One Reinforcing Bar in Each Reinforced Cell
Table B-12. Properties of Wall Stiffeners With Two Reinforcing Bar in Each Reinforced Cell
Table B-13. Properties of Wall Stiffeners With Two Reinforcing Bars in Each Reinforced Cell
Table B-14. Properties of Wall Stiffeners With Two Reinforcing Bars in Each Reinforced Cell
Table B-16. Reinforcement Spacing in Inches for 6 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-17. Reinforcement Spacing in Inches for 6 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-18. Reinforcement Spacing in Inches for 6 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-20. Reinforcement Spacing in Inches for 6 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-21. Reinforcement Spacing in Inches for 6 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-22. Reinforcement Spacing in Inches for 6 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-24. Reinforcement Spacing in Inches for 6 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-25. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-26. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-27. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-28. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-29. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-30. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-31. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-32. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-33. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-34. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-35. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-36. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-37. Reinforcement Spacing in Inches for 8 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-38. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-39. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-40. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-41. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-42. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-43. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-44. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-45. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-46. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-47. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-48. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-49. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Table B-50. Reinforcement Spacing in Inches for 12 inch CMU Wall With One Reinforcing Bar in Each Reinforced Cell
Appendix C: Lintel Design Aids
Table C-7. 8 CMU Lintel 8" Deep-2 Bar
Table C-11. 8 CMU Lintel 40" Deep-2 Bar
Table C-16. 10 CMU Lintel 32" Deep-2 Bar
Table C-21. 12 CMU Lintel 24" Deep-2 Bar
Table C-27. 6 CMU Lintel 24" Deep-1 Bar
Table C-31. 8 CMU Lintel 8" Deep - 2 Bar
Table C-36. 8 CMU Lintel 48" Deep - 2 Bar
Table C-41. 10 CMU Lintel 40" Deep - 2 Bar
Table C-46. 12 CMU Lintel 32" Deep - 2 Bar
