California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-184
... bars in a layer being spliced or developed at a critical section . n = number of bars or wires being spliced or developed S Sw Ju along the plane of splitting . = maximum center to center spacing of transverse rein- forcement within la ...
... bars in a layer being spliced or developed at a critical section . n = number of bars or wires being spliced or developed S Sw Ju along the plane of splitting . = maximum center to center spacing of transverse rein- forcement within la ...
Page 2-13
... bars in a splice may be in contact . This clear distance require- ment applies to the clear distance between a contact splice and adjacent splices or bars . The clear distance between the surface of a bar and any surface of a masonry ...
... bars in a splice may be in contact . This clear distance require- ment applies to the clear distance between a contact splice and adjacent splices or bars . The clear distance between the surface of a bar and any surface of a masonry ...
Page 2-15
... bars . The diameter of a bar shall not exceed one fourth of the least dimension of a cell . Maxi- mum reinforcement area in cells shall be 4 percent of the cell area without splices and 8 percent of the cell area with splices . 2107A ...
... bars . The diameter of a bar shall not exceed one fourth of the least dimension of a cell . Maxi- mum reinforcement area in cells shall be 4 percent of the cell area without splices and 8 percent of the cell area with splices . 2107A ...
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 mm˛ 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