California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 86
Page 2-13
... Column Connections ( Beam web parallel to column web ) 8.3.a. Shear Strength : The required shear strength , Vu , of the panel zone shall be based on beam bending mo- ments determined from the Load Combinations 3-5 and 3-6 . However ...
... Column Connections ( Beam web parallel to column web ) 8.3.a. Shear Strength : The required shear strength , Vu , of the panel zone shall be based on beam bending mo- ments determined from the Load Combinations 3-5 and 3-6 . However ...
Page 2-14
... column not included in the design to resist the required seismic shears , but included in the design to resist axial overturning forces . 8.7 . Beam - to - Column Connection Restraint 8.7.a. Restrained Connection : 1. Column flanges at ...
... column not included in the design to resist the required seismic shears , but included in the design to resist axial overturning forces . 8.7 . Beam - to - Column Connection Restraint 8.7.a. Restrained Connection : 1. Column flanges at ...
Page 2-21
... column lines within that story . A column line is defined for the purpose of this exception as a single line of columns , or parallel lines of columns located within 10 percent of the plan dimension perpendicular to the line of columns ...
... column lines within that story . A column line is defined for the purpose of this exception as a single line of columns , or parallel lines of columns located within 10 percent of the plan dimension perpendicular to the line of columns ...
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