Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 149
... Structural Glass Block . Structural glass block shall have unglazed surfaces to allow adhesion on all mortared faces . ( 1 ) Glazed Building Units . Glazed brick shall conform to the structural requirements for building brick of clay or ...
... Structural Glass Block . Structural glass block shall have unglazed surfaces to allow adhesion on all mortared faces . ( 1 ) Glazed Building Units . Glazed brick shall conform to the structural requirements for building brick of clay or ...
Page 224
... Structural Select Structural Dense No. 1 Stringers12 Dense Select Structural Select Structural Dense No. 1 1,700,000 ( See footnotes 1,600,000 2 through 9 ) 1,600,000 Select Dex Decking 1750 2000 385 1,800,000 Commercial Dex 1450 1650 ...
... Structural Select Structural Dense No. 1 Stringers12 Dense Select Structural Select Structural Dense No. 1 1,700,000 ( See footnotes 1,600,000 2 through 9 ) 1,600,000 Select Dex Decking 1750 2000 385 1,800,000 Commercial Dex 1450 1650 ...
Page 246
... Structural 1400 1600 900 85 Dense Select Structural 1600. 246 TABLE NO . 25 - A - 1 - ALLOWABLE UNIT STRESSES - STRUCTURAL LUMBER- ( Continued ) Allowable Unit Stresses for Structural Lumber - VISUAL GRADING ( Normal loading . See also ...
... Structural 1400 1600 900 85 Dense Select Structural 1600. 246 TABLE NO . 25 - A - 1 - ALLOWABLE UNIT STRESSES - STRUCTURAL LUMBER- ( Continued ) Allowable Unit Stresses for Structural Lumber - VISUAL GRADING ( Normal loading . See also ...
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