Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
From inside the book
Results 1-3 of 78
Page 442
... length at support or at point of inflection , inches . development length , inches . = lab applicable modification factors . = basic development length , inches . = = = = = development length of standard hook in tension , measured from ...
... length at support or at point of inflection , inches . development length , inches . = lab applicable modification factors . = basic development length , inches . = = = = = development length of standard hook in tension , measured from ...
Page 444
International Conference of Building Officials. Basic development length shall be but not less than .. .0.02df / Vf .0.0003dft Basic development length may be multiplied by applicable factors for : Reinforcement in excess of that ...
International Conference of Building Officials. Basic development length shall be but not less than .. .0.02df / Vf .0.0003dft Basic development length may be multiplied by applicable factors for : Reinforcement in excess of that ...
Page 450
... length may be multiplied by 0.83 , but lap length shall be not less than 12 inches . Tie legs perpendicular to dimension h shall be used in determining effective area . In spirally reinforced compression members , lap splice length of ...
... length may be multiplied by 0.83 , but lap length shall be not less than 12 inches . Tie legs perpendicular to dimension h shall be used in determining effective area . In spirally reinforced compression members , lap splice length of ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
97 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength