Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 93
Page 2-119
... permitted to use the following properties for the members in the structure : 1. Modulus of elasticity = E , from Section 1908.5.1 . 2. Moment of inertia : 1910.12 Magnified Moments - Nonsway Frames . 1910.12.1 For compression members in ...
... permitted to use the following properties for the members in the structure : 1. Modulus of elasticity = E , from Section 1908.5.1 . 2. Moment of inertia : 1910.12 Magnified Moments - Nonsway Frames . 1910.12.1 For compression members in ...
Page 2-138
... permitted in slab systems without beams only in accordance with the following : 1913.4.2.1 Openings of any size shall be permitted in the area common to intersecting middle strips , provided total amount of re- inforcement required for ...
... permitted in slab systems without beams only in accordance with the following : 1913.4.2.1 Openings of any size shall be permitted in the area common to intersecting middle strips , provided total amount of re- inforcement required for ...
Page 2-157
... permitted , provided their effect on the response of the system is considered and accommodated in the structural design . Consequences of failure of structural and non- structural members which are not a part of the lateral - force ...
... permitted , provided their effect on the response of the system is considered and accommodated in the structural design . Consequences of failure of structural and non- structural members which are not a part of the lateral - force ...
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/m² 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