Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-132
... reinforcement location factor Horizontal reinforcement so placed that more than 12 inches ( 305 mm ) of fresh concrete is cast in the member below the development length or splice 1.3 Other reinforcement 1.0 B = coating factor Epoxy ...
... reinforcement location factor Horizontal reinforcement so placed that more than 12 inches ( 305 mm ) of fresh concrete is cast in the member below the development length or splice 1.3 Other reinforcement 1.0 B = coating factor Epoxy ...
Page 2-174
... reinforcement . Shear reinforcement shall consist of the following : 1. Stirrups perpendicular to axis of member . 2. Welded wire fabric with wires located perpendicular to axis of member making an angle of 45 degrees or more with ...
... reinforcement . Shear reinforcement shall consist of the following : 1. Stirrups perpendicular to axis of member . 2. Welded wire fabric with wires located perpendicular to axis of member making an angle of 45 degrees or more with ...
Page 2-222
... reinforcement . 1. The variation in the longitudinal reinforcing bars shall not be greater than one bar size . Not more than two bar sizes shall be used in a beam . 2. The nominal flexural strength of a beam shall not be less than 1.3 ...
... reinforcement . 1. The variation in the longitudinal reinforcing bars shall not be greater than one bar size . Not more than two bar sizes shall be used in a beam . 2. The nominal flexural strength of a beam shall not be less than 1.3 ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/mē lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength