Attribution Tables of Division B 4.5.1.1.
| Table 4.5.1.1. Objectives and Functional Statements Attributed to the Acceptable Solutions in Part 4 Forming part of Sentence 4.5.1.1.(1) | |
| Acceptable Solutions | Functional Statements and Objectives(1) |
| 4.1.1.3. Design Requirements | |
| (1) | [F20-OS2.1] |
| (2) | [F22-OP2.4] |
| [F22-OH4] | |
| (3) | [F20-OS2.1] Applies to structural members where temporary overloading during construction may result in impairment of that or any other member. |
| (4) | [F20,F80,F82-OS2.1] |
| (5) | [F20-OP2.1] [F22-OP2.4] |
| [F20-OS2.3,OS2.4] | |
| 4.1.1.5. Design Basis | |
| (2) | [F20-OS2.1] [F22-OS2.4,OS2.5] |
| [F20-OP2.1] [F22-OP2.4,OP2.5] | |
| [F22-OH4] | |
| 4.1.2.1. Loads and Effects | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| (2) | [F20-OS2.1] |
| (3) | [F20-OS2.1] |
| 4.1.2.2. Loads Not Listed | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| 4.1.3.2. Strength and Stability | |
| (1) | [F20-OP2.1] [F22-OP2.4] |
| [F20-OS2.1] | |
| (2) | [F20-OS2.1] [F22-OS2.4,OS2.5] Applies to the stabilizing resistance of the dead load. |
| [F20-OP2.1] [F22-OP2.4,OP2.5] | |
| (3) | [F20-OS2.1] [F22-OS2.4,OS2.5] Applies to the stabilizing resistance of the dead load. |
| [F20-OP2.1] [F22-OP2.4,OP2.5] | |
| (4) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (5) | [F20-OS2.1] [F22-OS2.4,OS2.5] |
| [F20-OP2.1] [F22-OP2.4,OP2.5] | |
| (8) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (9) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (11) | [F20-OS2.1] [F22-OS2.4,OS2.5] |
| (12) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.3.3. Fatigue | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (2) | [F20-OS2.1] |
| [F20-OP2.1,OP2.4] [F22-OP2.4] | |
| [F22-OH4] | |
| 4.1.3.4. Serviceability | |
| (1) | [F22-OP2.4] |
| [F22-OH4] | |
| 4.1.3.5. Deflection | |
| (1) | (b),(c),(d) [F22-OP2.4] |
| [F22-OP2.4] | |
| [F22-OH4] | |
| (2) | [F22-OS2.3,OS2.4] |
| [F22-OP2.4] | |
| (3) | [F22-OP2.4] |
| (5) | [F22-OS2.3,OS2.4] |
| [F22-OP2.3,OP2.4] | |
| 4.1.3.6. Vibration | |
| (1) | [F22-OP2.4] |
| [F22-OH4] | |
| (2) | [F20-OS2.1] |
| [F20-OP2.1,OP2.4] [F22-OP2.4] | |
| [F22-OH4] | |
| 4.1.4.1. Dead Loads | |
| (2) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (3) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (5) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (6) | [F20-OS2.1] [F22-OS2.4,OS2.5] |
| 4.1.5.1. Loads Due to Use of Floors and Roofs | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| 4.1.5.2. Uses Not Stipulated | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| 4.1.5.3. Full and Partial Loading | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| 4.1.5.4. Loads for Occupancy Served | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| 4.1.5.5. Loads on Exterior Areas | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| (2) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| (3) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| (4) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| 4.1.5.7. More Than One Occupancy | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| 4.1.5.8. Variation with Tributary Area | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| 4.1.5.9. Concentrated Loads | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.5.10. Sway Forces in Assembly Occupancies | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1,OP2.4] | |
| 4.1.5.11. Crane-Supporting Structures and Impact of Machinery and Equipment | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1,OP2.4] [F22-OP2.4] | |
| (3) | [F20-OS2.1] |
| [F20-OP2.1,OP2.4] | |
| (4) | [F20-OS2.1] |
| [F20-OP2.1,OP2.4] | |
| (5) | [F20-OS2.1] |
| [F20-OP2.1,OP2.4] | |
| 4.1.5.12. Bleachers | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (3) | [F20-OS2.4] |
| 4.1.5.13. Helicopter Landing Areas | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.5.14. Loads on Guards | |
| (1) | [F20-OS2.1] |
| (2) | [F20-OS2.1,OS2.4] |
| (4) | [F20-OS2.1] |
| 4.1.5.15. Loads on Vehicle Guardrails | |
| (1) | [F20-OS2.1] |
| 4.1.5.16. Loads on Walls Acting As Guards | |
| (1) | [F20-OS2.1] |
| 4.1.5.17. Firewalls | |
| (1) | [F20-OS1.2] |
| [F20-OP1.2] | |
| [F20-OP3.1] | |
| (2) | [F04-OS1.2] |
| [F04-OP1.2] | |
| [F04-OP3.1] | |
| 4.1.6.2. Specified Snow Load | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (2) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (3) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (5) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (6) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (7) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (8) | [F20-OS2.1] Applies to portion of Code text: “The shape factor, Ca, shall be 1.0, …” |
| [F20-OP2.1] [F22-OP2.4] Applies to portion of Code text: “The shape factor, Ca, shall be 1.0,…” | |
| (a) to (e) [F20-OS2.1] Applies to roof shapes and configurations that call for a higher shape factor. | |
| (a) to (e) [F20-OP2.1] [F22-OP2.4] Applies to roof shapes and configurations that call for a higher shape factor. | |
| 4.1.6.3. Full and Partial Loading | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (2) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.6.4. Specified Rain Load | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (2) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (4) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.7.1. Specified Wind Load | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| (2) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| (3) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| (4) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| (5) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| (6) | (a),(b),(c) [F20-OS2.1] |
| (a),(b),(c) [F20-OP2.1] [F22-OP2.4] | |
| (a),(b),(c) [F22-OH4] | |
| (d) [F20-OS2.1] | |
| (d) [F20-OP2.1] [F22-OP2.4] | |
| (d) [F22-OH4] | |
| 4.1.7.2. Dynamic Effects of Wind | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| (2) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| 4.1.7.3. Full and Partial Loading | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| [F22-OH4] | |
| 4.1.7.4. Interior Walls and Partitions | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.8.3. General Requirements | |
| (2) | [F20-OS2.1] |
| [F20-OP2.1,OP2.4] | |
| (3) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (4) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (5) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (6) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (7) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (8) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.8.4. Site Properties | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (2) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (4) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (5) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (7) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.8.5. Importance Factor | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1,OP2.3] [F22-OP2.4] | |
| 4.1.8.6. Structural Configuration | |
| (3) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.8.7. Methods of Analysis | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.8.8. Direction of Loading | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.8.9. SFRS Force Reduction Factors, System Overstrength Factors, and General Restrictions | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (2) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (3) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (4) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.8.10. Additional System Restrictions | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (2) | (a) [F20-OP2.3] [F22-OP2.4] |
| (b) [F20-OP2.3] [F22-OP2.4] | |
| (c) [F20-OP2.3] [F22-OP2.4] | |
| (d) [F20-OP2.3] [F22-OP2.4] | |
| (3) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.8.11. Equivalent Static Force Procedure for Structures Satisfying the Conditions of Article 4.1.8.7. | |
| (2) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (3) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (4) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (5) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (6) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (7) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (8) | (a) [F20-OS2.1] |
| (a) [F20-OP2.1] [F22-OP2.4] | |
| (b) [F20-OS2.1] | |
| (b) [F20-OP2.1] [F22-OP2.4] | |
| (9) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (10) | (a) [F20-OP2.1] [F22-OP2.4] |
| (a) [F20-OS2.1] | |
| (b) [F20-OS2.1] | |
| (b) [F20-OP2.1] [F22-OP2.4] | |
| 4.1.8.12. Dynamic Analysis Procedure | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (2) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (3) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (4) | (a) [F20-OS2.1] |
| (a) [F20-OP2.1] [F22-OP2.4] | |
| (5) | [F20-OS2.1] |
| [F20-OP2.1,OP2.3] [F22-OP2.4] | |
| (7) | [F20-OS2.1] |
| [F20-OP2.1,OP2.3] [F22-OP2.4] | |
| (8) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (9) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| (10) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.8.13. Deflections and Drift Limits | |
| (1) | [F22-OS2.3,OS2.4] |
| [F22-OP2.3,OP2.4] | |
| (2) | [F22-OS2.3,OS2.4] |
| [F22-OP2.3,OP2.4] | |
| (3) | [F22-OS2.3,OS2.4] |
| [F22-OP2.3,OP2.4] | |
| 4.1.8.14. Structural Separation | |
| (1) | [F22-OS2.3,OS2.4] |
| [F22-OP2.3,OP2.4] | |
| [F22-OP4.3] | |
| (2) | [F20-OS2.1,OS2.3,OS2.4] |
| [F20-OP2.1,OP2.3,OP2.4] | |
| [F20-OP4.3] | |
| (3) | [F20-OS2.1,OS2.3,OS2.4] |
| [F20-OP2.1,OP2.3,OP2.4] | |
| [F20-OP4.3] | |
| (4) | [F20-OS2.1,OS2.3,OS2.4] |
| [F20-OP2.1,OP2.3,OP2.4] | |
| [F20-OP4.3] | |
| 4.1.8.15. Design Provisions | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1,OP2.3,OP2.4] | |
| (2) | [F20-OS2.1] |
| [F20-OP2.1,OP2.3,OP2.4] | |
| (3) | [F20-OS2.1] |
| [F20-OP2.1,OP2.3,OP2.4] | |
| (4) | [F20-OS2.1] |
| [F20-OP2.1,OP2.4] | |
| (5) | [F20-OS2.1,OS2.4] |
| [F20-OP2.1,OP2.4] | |
| (6) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.8.16. Foundation Provisions | |
| (1) | [F20-OS2.1] Applies to portion of Code text: “Foundations shall be designed to resist the lateral load capacity of the SFRS…” |
| [F20-OP2.1] Applies to portion of Code text: “Foundations shall be designed to resist the lateral load capacity of the SFRS…” | |
| (2) | [F20-OS2.2,OS2.4] |
| [F20-OP2.2,OP2.4] | |
| (3) | (a) [F22-OS2.4] |
| (a) [F22-OP2.4] | |
| (b) [F22-OS2.4] | |
| (b) [F22-OP2.4] | |
| (c) [F20-OS2.4] | |
| (c) [F20-OP2.4] | |
| (4) | [F20-OS2.1] |
| [F20-OP2.1,OP2.4] | |
| (5) | (a) [F20-OS2.1] |
| (a) [F20-OP2.1] | |
| (b) [F22-OS2.4] | |
| (b) [F22-OP2.4] | |
| (6) | [F20-OS2.4] |
| [F20-OP2.4] | |
| (7) | [F20-OS2.2] [F22-OS2.4] |
| [F20-OP2.2] [F22-OP2.4] | |
| 4.1.8.17. Site Stability | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.1.8.18. Elements of Structures, Non-structural Components and Equipment | |
| (1) | [F20,F22-OS2.4] |
| [F20-OP2.3] [F22-OP2.3,OP2.4] | |
| (3) | [F20,F22-OS2.4] |
| [F20,F22-OP2.3,OP2.4] | |
| (5) | [F20,F22-OS2.4] |
| [F20,F22-OP2.3,OP2.4] | |
| (6) | [F20,F22-OS2.1] |
| [F20,F22-OP2.1,OP2.4] | |
| (7) | [F20,F22-OS2.4] |
| [F20,F22-OP2.3,OP2.4] | |
| (8) | [F20,F22-OS2.4] Applies to portion of Code text: “Connections to the structure of elements and components listed in Table 4.1.8.18. shall be designed to support the component or element for gravity loads, shall conform to the requirements of Sentence 4.1.8.18.(1) …” |
| [F20,F22-OP2.3,OP2.4] Applies to portion of Code text: “Connections to the structure of elements and components listed in Table 4.1.8.18. shall be designed to support the component or element for gravity loads, shall conform to the requirements of Sentence 4.1.8.18.(1)…” | |
| (a) [F20,F22-OS2.4] | |
| (a) [F20,F22-OP2.3,OP2.4] | |
| (b),(c) [F20,F22-OS2.4] | |
| (b),(c) [F20,F22-OP2.3,OP2.4] | |
| (d) [F20,F22-OS2.4] | |
| (d) [F20,F22-OP2.3,OP2.4] | |
| (e) [F20,F22-OS2.4] | |
| (e) [F20,F22-OP2.3,OP2.4] | |
| (10) | [F22-OS2.3,OS2.4] |
| [F22-OP2.3,OP2.4] | |
| (11) | [F22-OS2.1,OS2.3,OS2.4] |
| [F22-OP2.1,OP2.3,OP2.4] | |
| (12) | [F20-OS2.1] [F22-OS2.4] |
| [F20,F22-OP2.3,OP2.4] | |
| (13) | [F20-OS2.1] [F22-OS2.3] |
| [F20-OP2.1] [F22-OP2.3] | |
| 4.2.2.1. Subsurface Investigation | |
| (1) | [F20-OS2.2,OS2.6] [F21-OS2.6] |
| [F20-OP2.2] [F21-OP2.6] | |
| [F21-OP4.1,OP4.4] | |
| 4.2.2.3. Field Review | |
| (1) | [F20-OS2.2,OS2.6] [F21-OS2.6] |
| [F20-OP2.2] [F21-OP2.5] | |
| [F21-OP4.1,OP4.4] | |
| 4.2.2.4. Altered Subsurface Condition | |
| (1) | [F20-OS2.2,OS2.6] [F21-OS2.6] |
| [F20-OP2.2] [F21-OP2.6] | |
| [F21-OP4.1,OP4.4] | |
| (2) | [F20-OS2.2,OS2.6] [F21-OS2.6] |
| [F20-OP2.2] [F21-OP2.6] | |
| [F21-OP4.1,OP4.4] | |
| 4.2.3.2. Preservation Treatment of Wood | |
| (1) | [F80-OS2.3] |
| [F80-OP2.3] | |
| (2) | [F82-OS2.3] |
| [F82-OP2.3] | |
| 4.2.3.4. Prevention of Deterioration of Masonry | |
| (1) | [F80-OS2.3] |
| [F80-OP2.3] | |
| 4.2.3.6. Protection Against Chemical Attack | |
| (1) | [F80-OS2.3] |
| [F80-OP2.3] | |
| 4.2.3.8. Steel Piles | |
| (1) | [F20-OS2.3] |
| [F20-OP2.3] | |
| 4.2.3.9. High Strength Steel Tendons | |
| (1) | [F20,F80-OS2.5,OS2.6] |
| [F20,F80-OP2.6,OP2.5] | |
| [F20,F80-OP4.1,OP4.4] | |
| 4.2.3.10. Corrosion of Steel | |
| (1) | [F80-OS2.3] |
| [F80-OP2.3] | |
| [F80-OP4.1] | |
| 4.2.4.1. Design Basis | |
| (1) | [F20-OS2.2,OS2.6] [F21-OS2.6] |
| [F20-OP2.2] [F21-OP2.5] | |
| [F21-OP4.1,OP4.4] | |
| (5) | [F21-OS2.5] |
| [F21-OP2.4,OP2.5] | |
| 4.2.4.2. Subsurface Investigation | |
| (1) | [F20-OS2.2,OS2.6] [F21-OS2.6] |
| [F20-OP2.2] [F21-OP2.6] | |
| [F21-OP4.1,OP4.4] | |
| 4.2.4.3. Identification | |
| (1) | [F20-OS2.2,OS2.6] [F21-OS2.6] |
| [F20-OP2.2] [F21-OP2.6] | |
| [F21-OP4.1,OP4.4] | |
| 4.2.4.4. Depth of Foundations | |
| (1) | [F21-OP2.4] Applies to portion of Code text: “… the bearing surface of a foundation shall be below the level of potential damage, including damage resulting from frost action …” |
| [F21-OP2.4] Applies to portion of Code text: “… the foundation shall be designed to prevent damage resulting from adfreezing and frost jacking.” | |
| (2) | [F21-OP2.4] |
| 4.2.4.5. Sloping Ground | |
| (1) | [F21-OS2.2] |
| [F21-OP2.2,OP2.6,OP2.4] | |
| 4.2.4.6. Eccentric and Inclined Loads | |
| (1) | [F20-OS2.1,OS2.2] |
| [F20-OP2.1,OP2.2,OP2.4] | |
| 4.2.4.7. Dynamic Loading | |
| (1) | [F20-OS2.2] |
| [F20-OP2.2,OP2.6,OP2.4] | |
| [F20-OH4] | |
| 4.2.4.8. Hydrostatic Uplift | |
| (1) | [F22-OP2.1,OP2.4] |
| 4.2.4.9. Groundwater Level Change | |
| (1) | [F21-OP4.1] |
| 4.2.4.10. Permafrost | |
| (1) | [F20-OS2.2] [F21-OS2.5] |
| [F20-OP2.2,OP2.4] [F21-OP2.6,OP2.4] | |
| 4.2.4.11. Swelling and Shrinking Soils | |
| (1) | [F21-OP2.6,OP2.4] |
| 4.2.4.12. Expanding and Deteriorating Rock | |
| (1) | [F21-OP2.6,OP2.4] |
| 4.2.4.13. Construction on Fill | |
| (1) | (a) [F20-OS2.2] [F21-OS2.5] |
| (b) [F20-OP2.2,OP2.4] [F21-OP2.6,OP2.4] | |
| (c) [F01-OS1.1] | |
| 4.2.5.2. Excavation Construction | |
| (1) | [F21-OP4.1] |
| (2) | [F20-OS2.6] |
| [F20-OP2.3] | |
| [F20,F21-OP4.1] | |
| 4.2.5.3. Supported Excavations | |
| (1) | [F20-OS2.6] |
| [F21-OP4.1] | |
| 4.2.5.4. Unsupported Excavations | |
| (1) | [F20-OS2.6] |
| [F21-OP4.1] | |
| 4.2.5.5. Control of Water around Excavations | |
| (1) | [F60-OS2.6] |
| [F60-OP4.1,OP4.4] | |
| 4.2.5.6. Loss of Ground | |
| (1) | [F21-OP4.1] |
| 4.2.5.7. Protection and Maintenance at Excavations | |
| (1) | [F80-OS2.6] |
| [F80-OP4.1] | |
| 4.2.5.8. Backfilling | |
| (1) | (a) [F21-OS2.1] |
| (a) [F21-OP2.1,OP2.4] | |
| [F21-OP4.1] | |
| (2) | [F21-OP2.4] |
| 4.2.6.2. Support of Shallow Foundations | |
| (1) | [F20-OS2.2] |
| [F20-OP2.2,OP2.4] [F21-OP2.4] | |
| 4.2.6.3. Incorrect Placement of Shallow Foundations | |
| (1) | [F20-OS2.2] |
| [F20-OP2.2,OP2.4] [F21-OP2.4] | |
| 4.2.6.4. Damaged Shallow Foundations | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1,OP2.4] [F22-OP2.4] | |
| 4.2.7.2. Design of Deep Foundations | |
| (3) | [F20-OS2.1,OS2.2] [F21-OS2.5] |
| [F20-OP2.1,OP2.2] [F21,F22-OP2.4] | |
| (5) | [F20-OS2.1] |
| [F20-OP2.1,OP2.4] [F22-OP2.4] | |
| (6) | [F20-OP2.1,OP2.4] |
| 4.2.7.3. Tolerance in Alignment and Location | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1,OP2.4] [F22-OP2.4] | |
| 4.2.7.4. Incorrect Alignment and Location | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1,OP2.4] [F22-OP2.4] | |
| 4.2.7.5. Installation of Deep Foundations | |
| (1) | [F81-OS2.1] [F21-OS2.2,OS2.6] |
| (c) [F21-OP4.1] | |
| (a),(b) [F81-OP2.1,OP2.4] [F21-OP2.2,OP2.4] | |
| 4.2.7.6. Damaged Deep Foundation Units | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F22-OP2.4] | |
| 4.2.8.2. Use of Existing Foundations | |
| (1) | [F20-OS2.1,OS2.2] |
| [F20-OP2.1,OP2.2] [F22-OP2.4] | |
| 4.3.1.1. Design Basis for Wood | |
| (1) | [F22,F21,F80-OH4] |
| [F20-OS2.1] [F80-OS2.3] | |
| [F20-OP2.1] [F21,F22-OP2.4] [F80-OP2.3,OP2.4] | |
| 4.3.1.2. Glued-Laminated Members | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] [F21,F22-OP2.4] | |
| [F21,F22-OH4] | |
| 4.3.2.1. Design Basis for Plain and Reinforced Masonry | |
| (1) | [F21,F22,F80-OH4] |
| [F20-OS2.1] [F80-OS2.3] | |
| [F20-OP2.1] [F22,F21-OP2.4] [F80-OP2.3,OP2.4] | |
| 4.3.3.1. Design Basis for Plain, Reinforced and Pre-stressed Concrete | |
| (1) | [F20-OS2.1] [F80,F81-OS2.3] |
| [F20-OP2.1] [F21,F22-OP2.4] [F80,F81-OP2.3,OP2.4] | |
| [F21,F22,F80,F81-OH4] | |
| 4.3.4.1. Design Basis for Structural Steel | |
| (1) | [F20-OS2.1] [F80-OS2.3] |
| [F20-OP2.1] [F20,F22-OP2.4] [F80-OP2.3,OP2.4] | |
| [F22,F80-OH4] | |
| 4.3.4.2. Design Basis for Cold-Formed Steel | |
| (1) | [F20-OS2.1] [F80-OS2.3] |
| [F20-OP2.1] [F20,F22-OP2.4] [F80-OP2.3,OP2.4] | |
| [F22,F80-OH4] | |
| 4.3.5.1. Design Basis for Aluminum | |
| (1) | [F20-OS2.1] [F80-OS2.3] |
| [F20-OP2.1] [F20,F22-OP2.4] [F80-OP2.3,OP2.4] | |
| [F22,F80-OH4] | |
| 4.3.6.1. Design Basis for Glass | |
| (1) | [F20-OS2.1] |
| [F20-OP2.1] | |
| 4.4.1.1. Design Basis for Air-Supported Structures | |
| (1) | [F20-OS2.1] [F80-OS2.3] |
| [F20-OP2.1] [F22-OP2.4] [F80-OP2.3] | |
| [F22-OH4] | |
| 4.4.2.1. Design Basis for Parking Structures | |
| (1) | [F21,F61,F80-OS2.3] |
| [F21,F61,F80-OP2.3,OP2.4] | |
| [F21,F61,F80-OH4] | |