Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 209
... meet the requirements of this subsection . ( i ) Structural Roof Sheathing . Structural roof sheathing shall be de- signed in accordance with the general provisions of this code and the special provisions in this subsection . Structural ...
... meet the requirements of this subsection . ( i ) Structural Roof Sheathing . Structural roof sheathing shall be de- signed in accordance with the general provisions of this code and the special provisions in this subsection . Structural ...
Page 310
... requirements may be used in regions of low computed stress in conformance with Section 2607 ( g ) 3 B. Welding of reinforcing shall conform to the requirements of Section 2603 ( f ) ... meet the requirements of a 310 2607 UNIFORM BUILDING CODE.
... requirements may be used in regions of low computed stress in conformance with Section 2607 ( g ) 3 B. Welding of reinforcing shall conform to the requirements of Section 2603 ( f ) ... meet the requirements of a 310 2607 UNIFORM BUILDING CODE.
Page 311
... meet the following re- quirements : ( i ) If not more than one - half of the bars or wires are lap spliced within a required lap length , splices shall meet the requirements for Class B splices ( lap of 1.3 ) . ( ii ) If more than one ...
... meet the following re- quirements : ( i ) If not more than one - half of the bars or wires are lap spliced within a required lap length , splices shall meet the requirements for Class B splices ( lap of 1.3 ) . ( ii ) If more than one ...
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