California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-174
... shear stress by concrete ve , whenever applicable , effects of axial tension due to creep and shrinkage in restrained members shall be included and it shall be permitted to include effects of inclined flexural compression in variable ...
... shear stress by concrete ve , whenever applicable , effects of axial tension due to creep and shrinkage in restrained members shall be included and it shall be permitted to include effects of inclined flexural compression in variable ...
Page
California. 2107.3.14 2107.3.6 Allowable shear stress in flexural members . The al- lowable shear stress F , in flexural members is : u V Zojd ( 7-36 ) 2107.2.17 Shear in flexural members and shear walls . The shear stress in flexural ...
California. 2107.3.14 2107.3.6 Allowable shear stress in flexural members . The al- lowable shear stress F , in flexural members is : u V Zojd ( 7-36 ) 2107.2.17 Shear in flexural members and shear walls . The shear stress in flexural ...
Page 2-16
... stress . The allow- able flexural compressive stress Fb is : ( 7A - 15 ) Fb = 0.33 f'm , 2,000 psi ( 13.8 MPa ) ... shear stress in flexural bers . Where no shear reinforcement is provided , the allowable shear stress F , in flexural ...
... stress . The allow- able flexural compressive stress Fb is : ( 7A - 15 ) Fb = 0.33 f'm , 2,000 psi ( 13.8 MPa ) ... shear stress in flexural bers . Where no shear reinforcement is provided , the allowable shear stress F , in flexural ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
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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