Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 88
Page xv
... Standard 2-1 Noncombustible Material - Tests . 3-1 UBC Standard 7-1 and Materials UBC Standard 4-1 Proscenium Firesafety Curtains .. 3-3 Fire Tests of Building Construction 3-9 UBC Standard 7-2 Fire Tests of Door Assemblies UBC Standard ...
... Standard 2-1 Noncombustible Material - Tests . 3-1 UBC Standard 7-1 and Materials UBC Standard 4-1 Proscenium Firesafety Curtains .. 3-3 Fire Tests of Building Construction 3-9 UBC Standard 7-2 Fire Tests of Door Assemblies UBC Standard ...
Page 2-206
... Standard 21-1 , Section 21.106 , Facing Brick 4.5 UBC Standard 21-1 , Section 21.106 , Facing Brick ( solid units ) 4.6 UBC Standard 21-1 , Section 21.107 , Hollow Brick 4.7 ASTM C 67 , Sampling and Testing Brick and Structur- al Clay ...
... Standard 21-1 , Section 21.106 , Facing Brick 4.5 UBC Standard 21-1 , Section 21.106 , Facing Brick ( solid units ) 4.6 UBC Standard 21-1 , Section 21.107 , Hollow Brick 4.7 ASTM C 67 , Sampling and Testing Brick and Structur- al Clay ...
Page 2-383
... STANDARD OF DUTY - The standard of duty established for the recognized standards listed in Part IV of this chapter is that the design , construction and quality of materials of buildings and structures be reasonably safe for life , limb ...
... STANDARD OF DUTY - The standard of duty established for the recognized standards listed in Part IV of this chapter is that the design , construction and quality of materials of buildings and structures be reasonably safe for life , limb ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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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