Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 92
... CONSTRUCTION CHAPTER 17 - CLASSIFICATION OF ALL BUILDINGS BY TYPES OF CONSTRUCTION AND GENERAL REQUIREMENTS Sec . 1701. The requirements of Part V are for the various Types of Construction and represent varying degrees of public safety ...
... CONSTRUCTION CHAPTER 17 - CLASSIFICATION OF ALL BUILDINGS BY TYPES OF CONSTRUCTION AND GENERAL REQUIREMENTS Sec . 1701. The requirements of Part V are for the various Types of Construction and represent varying degrees of public safety ...
Page 168
... Construction MC15 2050 1352-4-5 455 1600 Select Structural DRY 2000 130 415 1600 Select Structural J. & P. 1900 1202-3-5 415 1500 Dense Construction DRY 1850 130 455 1450 Dense Construction J. & P. 1750 1202-4-5 455 1400 Construction ...
... Construction MC15 2050 1352-4-5 455 1600 Select Structural DRY 2000 130 415 1600 Select Structural J. & P. 1900 1202-3-5 415 1500 Dense Construction DRY 1850 130 455 1450 Dense Construction J. & P. 1750 1202-4-5 455 1400 Construction ...
Page 394
... CONSTRUCTION Sec . 3101. Floor construction shall be of materials and construction as specified under Occupancy in Part III and under Types of Construction in Part V. All floors shall be so framed and tied into the framework and ...
... CONSTRUCTION Sec . 3101. Floor construction shall be of materials and construction as specified under Occupancy in Part III and under Types of Construction in Part V. All floors shall be so framed and tied into the framework and ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength