Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 59
... Permitted Permitted Permitted A ) 3-4 Unlimited 29,900 13,500 9,100 13,500 9,100 13,500 10,500 6,000 B ) 1-2-3 ' Unlimited 39,900 18,000 12,000 * 18,000 12,000 18,000 14,000 8,000 B - 4 Unlimited 59,900 27,000 18,000 27,000 18,000 ...
... Permitted Permitted Permitted A ) 3-4 Unlimited 29,900 13,500 9,100 13,500 9,100 13,500 10,500 6,000 B ) 1-2-3 ' Unlimited 39,900 18,000 12,000 * 18,000 12,000 18,000 14,000 8,000 B - 4 Unlimited 59,900 27,000 18,000 27,000 18,000 ...
Page 60
... Permitted I - 2 Unlimited 3 2 Not 2 Not 2 2 Not Permitted Permitted Permitted 1-3 Unlimited 2 Not Permitted3 M See Chapter 11 Unlimited Unlimited Chapter 6 REQUIREMENTS FOR GROUP A OCCUPANCIES Group A Occupancies. A ) 2-2.1 Unlimited 4 2 ...
... Permitted I - 2 Unlimited 3 2 Not 2 Not 2 2 Not Permitted Permitted Permitted 1-3 Unlimited 2 Not Permitted3 M See Chapter 11 Unlimited Unlimited Chapter 6 REQUIREMENTS FOR GROUP A OCCUPANCIES Group A Occupancies. A ) 2-2.1 Unlimited 4 2 ...
Page 114
... permitted by this code . Type III One - hour buildings shall be of one - hour fire - resistive construc- tion throughout . Structural Framework Sec . 2002. Structural framework shall be of steel or iron as specified in Chapter 27 ...
... permitted by this code . Type III One - hour buildings shall be of one - hour fire - resistive construc- tion throughout . Structural Framework Sec . 2002. Structural framework shall be of steel or iron as specified in Chapter 27 ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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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