California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-184
... spacing and placement must be met . 1911A.6.3.9 It shall be permitted to reduce the area of longitudi- nal torsion reinforcement in the flexural compression zone by an amount equal to M1 / ( 0.9dfvt ) , where M1 is the factored moment ...
... spacing and placement must be met . 1911A.6.3.9 It shall be permitted to reduce the area of longitudi- nal torsion reinforcement in the flexural compression zone by an amount equal to M1 / ( 0.9dfvt ) , where M1 is the factored moment ...
Page 2-184
... spacing of transverse rein- forcement within la , inches ( mm ) . = spacing of wire to be developed or spliced , inches ( mm ) . = factored shear force at section . α = reinforcement location factor . See Section 1912A.2.4 . B = coating ...
... spacing of transverse rein- forcement within la , inches ( mm ) . = spacing of wire to be developed or spliced , inches ( mm ) . = factored shear force at section . α = reinforcement location factor . See Section 1912A.2.4 . B = coating ...
Page 7
... SPACING AT PANEL EDGES3 ( inches ) FRAMING SPACING ( inches o.c. ) x 25.4 for mm x 25.4 for mm 15 / 32 - inch Structural 1 sheathing ( 4 - ply ) one side | 7 / 16 - inch rated sheathing ( OSB ) one side × 0.0146 for N / mm 6 4 1,0654 ...
... SPACING AT PANEL EDGES3 ( inches ) FRAMING SPACING ( inches o.c. ) x 25.4 for mm x 25.4 for mm 15 / 32 - inch Structural 1 sheathing ( 4 - ply ) one side | 7 / 16 - inch rated sheathing ( OSB ) one side × 0.0146 for N / mm 6 4 1,0654 ...
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