Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 3
... chapter was revised , a new chapter was added or the change was minor . Where an entire chapter is changed or new chapter was added , a notation appears at the beginning of that chapter . The following explanation is provided to assist ...
... chapter was revised , a new chapter was added or the change was minor . Where an entire chapter is changed or new chapter was added , a notation appears at the beginning of that chapter . The following explanation is provided to assist ...
Page 16
... CHAPTER 53. ( See Appendix Chapter 53 ) CHAPTER 54. Glass and Glazing SEC . 5401. Scope .. 5402. Identification . 5403. Area Limitations 5404. Glazing 5405. Louvered Windows 5406. Human Impact . CHAPTERS 55-59 . ( No Requirements ) Part ...
... CHAPTER 53. ( See Appendix Chapter 53 ) CHAPTER 54. Glass and Glazing SEC . 5401. Scope .. 5402. Identification . 5403. Area Limitations 5404. Glazing 5405. Louvered Windows 5406. Human Impact . CHAPTERS 55-59 . ( No Requirements ) Part ...
Page 705
... Chapter 51 and Appendix Chapter 51 ELEVATORS .. Emergency operation and communication . Enclosures For high - rise buildings Loads EMERGENCY EXITS General . Residential ENCLOSURE OF VERTICAL OPENINGS ( see OCCUPANCY , TYPES OF ...
... Chapter 51 and Appendix Chapter 51 ELEVATORS .. Emergency operation and communication . Enclosures For high - rise buildings Loads EMERGENCY EXITS General . Residential ENCLOSURE OF VERTICAL OPENINGS ( see OCCUPANCY , TYPES OF ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
72 other sections not shown
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength