California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-161
... Shear Walls , Diaphragms and Trusses . 1921.6.1 Scope . The requirements of this section apply to shear walls and trusses serving as parts of the earthquake - force - resisting systems as well as to diaphragms , struts , ties , chords ...
... Shear Walls , Diaphragms and Trusses . 1921.6.1 Scope . The requirements of this section apply to shear walls and trusses serving as parts of the earthquake - force - resisting systems as well as to diaphragms , struts , ties , chords ...
Page 2-184
... shear strength of shear walls and dia- phragms shall be determined using either Section 1921A.6.5.2 or 1921A.6.5.3 . 1921A.6.5.2 Nominal shear strength , V , of shear walls and dia- phragms shall be assumed not to exceed the shear force ...
... shear strength of shear walls and dia- phragms shall be determined using either Section 1921A.6.5.2 or 1921A.6.5.3 . 1921A.6.5.2 Nominal shear strength , V , of shear walls and dia- phragms shall be assumed not to exceed the shear force ...
Page 2-24
... shear reinforcement crossing a potential corner - to - corner diagonal joint shear crack , and anchored by standard ... walls for lateral load resistance shall not exceed 35 feet ( 10 668 mm ) in height . 2109A.3 Lateral Stability . Where the ...
... shear reinforcement crossing a potential corner - to - corner diagonal joint shear crack , and anchored by standard ... walls for lateral load resistance shall not exceed 35 feet ( 10 668 mm ) in height . 2109A.3 Lateral Stability . Where the ...
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