California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 76
Page 2-147
... square in- ches ( mm2 ) . fpu fpy fr fse fy = = specified tensile strength of prestressing tendons , pounds per square inch ( MPa ) . specified yield strength of prestressing tendons , pounds per square inch ( MPa ) . = modulus of rupture ...
... square in- ches ( mm2 ) . fpu fpy fr fse fy = = specified tensile strength of prestressing tendons , pounds per square inch ( MPa ) . specified yield strength of prestressing tendons , pounds per square inch ( MPa ) . = modulus of rupture ...
Page 2
... square inches ( mm2 ) . A = effective area of masonry , square inches ( mm2 ) ... pounds ( N ) . B1 = allowable tensile force on anchor bolt , pounds ( N ) ... per square inch ( MPa ) . e emu = eccentricity of Puf , inches ( mm ) . = maximum ...
... square inches ( mm2 ) . A = effective area of masonry , square inches ( mm2 ) ... pounds ( N ) . B1 = allowable tensile force on anchor bolt , pounds ( N ) ... per square inch ( MPa ) . e emu = eccentricity of Puf , inches ( mm ) . = maximum ...
Page 2-2
... of largest pier longitudinal reinforcing bar passing through a joint , inches ( mm ) . E = load effects of earthquake , or related internal moments and forces . Em = e emu modulus of elasticity of masonry , pounds per square inch ( MPa ) ...
... of largest pier longitudinal reinforcing bar passing through a joint , inches ( mm ) . E = load effects of earthquake , or related internal moments and forces . Em = e emu modulus of elasticity of masonry , pounds per square inch ( MPa ) ...
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