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Page 16
... CHAPTER 45. Permanent Occupancy of Public Property SEC . 4501. General 4502. Projection into Alleys 4503. Space Below Sidewalk 4504. Balconies and Appendages . 4505. Marquees . 4506. Awnings . 4507. Doors .. CHAPTER 46. ( No ...
... CHAPTER 45. Permanent Occupancy of Public Property SEC . 4501. General 4502. Projection into Alleys 4503. Space Below Sidewalk 4504. Balconies and Appendages . 4505. Marquees . 4506. Awnings . 4507. Doors .. CHAPTER 46. ( No ...
Page 125
... Chapter 16 . Structural Framework Sec . 2202. Structural framework shall be of steel or iron as specified in Chapter 27 ; concrete , as in Chapter 26 ; masonry , as in Chapter 24 ; or wood , as in Chapter 25 and this Chapter . Exterior ...
... Chapter 16 . Structural Framework Sec . 2202. Structural framework shall be of steel or iron as specified in Chapter 27 ; concrete , as in Chapter 26 ; masonry , as in Chapter 24 ; or wood , as in Chapter 25 and this Chapter . Exterior ...
Page 724
... Chapter 17 2517 Chapter 18 Chapter 19 Chapter 20 Chapter 21 Chapter 21 Chapter 22 Chapter 26 , 2609 2403 ( i ) , 2405 UNDERPINNING ( see FOUNDATION STUDS ) UNIFORM BUILDING CODE STANDARDS UNIT STRESSES ( see WORKING STRESSES ) UNLAWFUL ...
... Chapter 17 2517 Chapter 18 Chapter 19 Chapter 20 Chapter 21 Chapter 21 Chapter 22 Chapter 26 , 2609 2403 ( i ) , 2405 UNDERPINNING ( see FOUNDATION STUDS ) UNIFORM BUILDING CODE STANDARDS UNIT STRESSES ( see WORKING STRESSES ) UNLAWFUL ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
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 building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength