California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 78
Page 3
... flange , in . tcf Thickness of the column flange , in . db = Overall beam depth , in . Fy = Specified yield strength of the panel zone steel , ksi . 8.3.b. Panel Zone Thickness : The panel zone thickness , tz , shall conform to the ...
... flange , in . tcf Thickness of the column flange , in . db = Overall beam depth , in . Fy = Specified yield strength of the panel zone steel , ksi . 8.3.b. Panel Zone Thickness : The panel zone thickness , tz , shall conform to the ...
Page 2-13
... flange , ksi . 3bart2 cf cf by = = Beam flange width , in . where for this dddp tbf Beam flange thickness , in . tef = Column flange thickness , in . case = 0.75 . ( 8-1 ) where : Ip = Total thickness of panel zone including doubler ...
... flange , ksi . 3bart2 cf cf by = = Beam flange width , in . where for this dddp tbf Beam flange thickness , in . tef = Column flange thickness , in . case = 0.75 . ( 8-1 ) where : Ip = Total thickness of panel zone including doubler ...
Page 50
... Flange - web shear ( rolling shear ) . For beams con- taining plywood flanges , the allowable flange - web shear on glued joints shall not exceed the value established by the following for- mula : WHERE : nsdl V = d = depth of contact ...
... Flange - web shear ( rolling shear ) . For beams con- taining plywood flanges , the allowable flange - web shear on glued joints shall not exceed the value established by the following for- mula : WHERE : nsdl V = d = depth of contact ...
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