Uniform Building Code |
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Page 154
... 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 226
... Structural Posts and Timbers 1,500,000 1,500,000 Select Decking 1250. TABLE NO . 25 - A - 1 - ALLOWABLE UNIT STRESSES - STRUCTURAL LUMBER- ( Continued ) Allowable Unit Stresses for Structural Lumber - VISUAL GRADING ( Normal loading ...
... Structural Posts and Timbers 1,500,000 1,500,000 Select Decking 1250. TABLE NO . 25 - A - 1 - ALLOWABLE UNIT STRESSES - STRUCTURAL LUMBER- ( Continued ) Allowable Unit Stresses for Structural Lumber - VISUAL GRADING ( Normal loading ...
Page 230
... Structural 1900 1250 85 455 1300 1,700,000 Select Structural Beams and 1600 1050 85 385 1100 1,600,000 Dense No. 1 Stringers12 1550 1050 85 455 1100 1,700,000 1,600,000 Commercial Decking Select Structural = || ( Normal loading . See ...
... Structural 1900 1250 85 455 1300 1,700,000 Select Structural Beams and 1600 1050 85 385 1100 1,600,000 Dense No. 1 Stringers12 1550 1050 85 455 1100 1,700,000 1,600,000 Commercial Decking Select Structural = || ( Normal loading . See ...
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