California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page XGC-7
California. Table of Contents - Volume 3 Material , Testing and Installation Standards UBC Standard 2-1 Noncombustible Material - Tests .. 3-1 UBC Standard 4-1 Proscenium Firesafety Curtains UBC Standard 15-7 Automatic Smoke and Heat ...
California. Table of Contents - Volume 3 Material , Testing and Installation Standards UBC Standard 2-1 Noncombustible Material - Tests .. 3-1 UBC Standard 4-1 Proscenium Firesafety Curtains UBC Standard 15-7 Automatic Smoke and Heat ...
Page XGC-8
... UBC Standard 23-2 Construction and Industrial Plywood 3-397 UBC Standard 23-3 Performance Standard for Wood - based Structural - use Panels 3-425 UBC Standard 23-4 Fire - retardant - treated Wood Tests on Durability and Hygroscopic ...
... UBC Standard 23-2 Construction and Industrial Plywood 3-397 UBC Standard 23-3 Performance Standard for Wood - based Structural - use Panels 3-425 UBC Standard 23-4 Fire - retardant - treated Wood Tests on Durability and Hygroscopic ...
Page 2-4
... UBC Standard 26-1 , Part I. Masonry cement or plastic cement shall not be used in mortar or grout un- less specifically approved by the enforcement agency . 2.3 UBC Standard 21-14 , Mortar Cement , except the maxi- mum limit for fly ash ...
... UBC Standard 26-1 , Part I. Masonry cement or plastic cement shall not be used in mortar or grout un- less specifically approved by the enforcement agency . 2.3 UBC Standard 21-14 , Mortar Cement , except the maxi- mum limit for fly ash ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
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1998 CALIFORNIA BUILDING accordance with Section Adopt entire UBC agency allowable stress Allowable Stress Design anchor bolts anchorage ASTM axial load bars beam braced frames building official calculated CALIFORNIA BUILDING CODE chapter column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection deformed design strength determined diameter diaphragm distance DOSH earthquake edge effective elements exceed factored flange flexural members foot Formula greater grout horizontal joint lateral forces less live load load combinations materials maximum ment minimum mm² mortar Nonbuilding structures nonprestressed OSHPD percent permitted plate pounds per square ratio requirements of Section seismic forces Seismic Zones shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel stiffener structural Table tensile thickness tion torsion UBC Standard Uniform Building Code vertical welded width wire yield strength