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Page 91
... CONSTRUCTION AND GENERAL REQUIREMENTS General Sec . 1701. The requirements of Part IV are for the various types of ... construction set forth in Table No. 17 - A . Any building which does not entirely conform to a type of construction ...
... CONSTRUCTION AND GENERAL REQUIREMENTS General Sec . 1701. The requirements of Part IV are for the various types of ... construction set forth in Table No. 17 - A . Any building which does not entirely conform to a type of construction ...
Page 112
... construction of Type II One - hour and Type II - N buildings shall be of noncombustible material , provided , however , that a wood surface or finish may be applied over such noncombustible material . ( b ) ... Construction Roof Construction.
... construction of Type II One - hour and Type II - N buildings shall be of noncombustible material , provided , however , that a wood surface or finish may be applied over such noncombustible material . ( b ) ... Construction Roof Construction.
Page 117
... Construction Sec . 2106. ( a ) General . Details of heavy timber construction shall be in accordance with the provisions of this section . Unless otherwise specified , all dimensions are ... Construction Roofs Heavy Timber Construction.
... Construction Sec . 2106. ( a ) General . Details of heavy timber construction shall be in accordance with the provisions of this section . Unless otherwise specified , all dimensions are ... Construction Roofs Heavy Timber Construction.
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength