Uniform Building Code |
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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. ( No Requirements ) 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 XI ...
... CHAPTER 53. ( No Requirements ) 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 XI ...
Page 705
... Chapter 33 EXPLOSIVES , Storage .. 901 3301 ( c ) 504. ELECTRIC WELDING ( see WELDING ) ELEVATOR SHAFTS ( see VERTICAL OPENINGS ) Chapter 51 and Appendix Chapter 51 5103 , 5104 5102 1807 ( h ) Tables Nos . 23 - B , 23 - J Chapter 33 1204 ...
... Chapter 33 EXPLOSIVES , Storage .. 901 3301 ( c ) 504. ELECTRIC WELDING ( see WELDING ) ELEVATOR SHAFTS ( see VERTICAL OPENINGS ) Chapter 51 and Appendix Chapter 51 5103 , 5104 5102 1807 ( h ) Tables Nos . 23 - B , 23 - J Chapter 33 1204 ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength