California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-184
... ratio of the maximum factored axial dead load to the total factored axial load . = ( b ) for sway frames , except as required in Item 3 , ẞd is the ratio of the maximum factored sustained shear within a story to the total factored shear ...
... ratio of the maximum factored axial dead load to the total factored axial load . = ( b ) for sway frames , except as required in Item 3 , ẞd is the ratio of the maximum factored sustained shear within a story to the total factored shear ...
Page 4
... ratio shall not exceed 6 . The nominal width of the beam shall be the greater of 8 inches ( 203 mm ) or 1/26 of the clear span between pier faces . Piers . The nominal depth of piers shall not exceed 96 inches ( 2438 mm ) . Nominal ...
... ratio shall not exceed 6 . The nominal width of the beam shall be the greater of 8 inches ( 203 mm ) or 1/26 of the clear span between pier faces . Piers . The nominal depth of piers shall not exceed 96 inches ( 2438 mm ) . Nominal ...
Page 2-23
... ratio ( lr ) of individual elements between the stitches does not exceed 0.4 times the governing slen- derness ratio of the built - up member . The total shear strength of the stitches shall be at least equal to the tensile strength of ...
... ratio ( lr ) of individual elements between the stitches does not exceed 0.4 times the governing slen- derness ratio of the built - up member . The total shear strength of the stitches shall be at least equal to the tensile strength of ...
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