California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 39
Page 2-171
... GYPSUM CONCRETE - 1925.1 General . Reinforced gypsum concrete shall conform to UBC Standard 19-2 . Reinforced gypsum concrete shall develop the minimum ulti- mate compressive strength in pounds per square inch ( MPa ) set forth in Table ...
... GYPSUM CONCRETE - 1925.1 General . Reinforced gypsum concrete shall conform to UBC Standard 19-2 . Reinforced gypsum concrete shall develop the minimum ulti- mate compressive strength in pounds per square inch ( MPa ) set forth in Table ...
Page 2-184
... GYPSUM 1925A.1 General . Reinforced gypsum concrete shall conform to UBC Standard 19-2 . Reinforced gypsum concrete shall develop the minimum ulti- mate compressive strength in pounds per square inch ( MPa ) set forth in Table 19A - E ...
... GYPSUM 1925A.1 General . Reinforced gypsum concrete shall conform to UBC Standard 19-2 . Reinforced gypsum concrete shall develop the minimum ulti- mate compressive strength in pounds per square inch ( MPa ) set forth in Table 19A - E ...
Page 67
... gypsum board or gypsum sheathing with 5d cooler nails at 7 inches ( 178 mm ) or 3 / 8 - inch ( 9.5 mm ) gypsum lath and 1 / 2 - inch ( 12.7 mm ) plaster . B. One - half - inch ( 12.7 mm ) gypsum board or gypsum sheathing with 5d cooler ...
... gypsum board or gypsum sheathing with 5d cooler nails at 7 inches ( 178 mm ) or 3 / 8 - inch ( 9.5 mm ) gypsum lath and 1 / 2 - inch ( 12.7 mm ) plaster . B. One - half - inch ( 12.7 mm ) gypsum board or gypsum sheathing with 5d cooler ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
6 other sections not shown
Other editions - View all
Common terms and phrases
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