Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 93
Page xii
... Structural Plain Concrete 2-165 Factor Design Specification for Structural Steel Buildings 2-239 Division III Design Standard for Anchorage to Concrete . 2-168 Section 2206 Adoption 2-239 Section 1923 Anchorage to Concrete 2-168 Section ...
... Structural Plain Concrete 2-165 Factor Design Specification for Structural Steel Buildings 2-239 Division III Design Standard for Anchorage to Concrete . 2-168 Section 2206 Adoption 2-239 Section 1923 Anchorage to Concrete 2-168 Section ...
Page 2-237
... Structural Steel 2202.2 Design Standards . ANSI / ASCE 8 , Specification for the Design of Cold - formed Stainless Steel Structural Members , American Society of Civil Engineers 2202.3 Connectors . ASTM A 502 , Structural Rivet Steel ...
... Structural Steel 2202.2 Design Standards . ANSI / ASCE 8 , Specification for the Design of Cold - formed Stainless Steel Structural Members , American Society of Civil Engineers 2202.3 Connectors . ASTM A 502 , Structural Rivet Steel ...
Page 2-384
... Structural Steel . Standard Specifica- tions A 27 , A 36 , A 48 , A 53 , A 148 , A 242 , A 252 , A 283 , A 307 , A 325 , A 336 , A 441 , A 446 , A 449 , A 490 , A 500 , A 501 , A 514 , A 529 , A 563 , A 569 , A 570 , A 572 , A 588 , A ...
... Structural Steel . Standard Specifica- tions A 27 , A 36 , A 48 , A 53 , A 148 , A 242 , A 252 , A 283 , A 307 , A 325 , A 336 , A 441 , A 446 , A 449 , A 490 , A 500 , A 501 , A 514 , A 529 , A 563 , A 569 , A 570 , A 572 , A 588 , A ...
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