California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 103
... shear reinforcement . 1911B.5.5.1 A minimum area of shear reinforcement shall be provided in all reinforced concrete flexural members ( prestressed and nonprestressed ) where factored shear force V1 exceeds one half the shear strength ...
... shear reinforcement . 1911B.5.5.1 A minimum area of shear reinforcement shall be provided in all reinforced concrete flexural members ( prestressed and nonprestressed ) where factored shear force V1 exceeds one half the shear strength ...
Page 106
... shear reinforcement Avh shall not be less than 0.0025 by $ 2 , and $ 2 shall not exceed d / 3 or 18 inches ( 457 mm ) . 1911B.8.11 Shear reinforcement required at the critical section defined in Section 1911B.8.5 shall be used ...
... shear reinforcement Avh shall not be less than 0.0025 by $ 2 , and $ 2 shall not exceed d / 3 or 18 inches ( 457 mm ) . 1911B.8.11 Shear reinforcement required at the critical section defined in Section 1911B.8.5 shall be used ...
Page 145
... shear reinforcement shall be provided in all reinforced concrete flexural members where de- sign shear stress v is greater than one half the permissible shear stress ve carried by concrete , except the following : 1. Slab and footings ...
... shear reinforcement shall be provided in all reinforced concrete flexural members where de- sign shear stress v is greater than one half the permissible shear stress ve carried by concrete , except the following : 1. Slab and footings ...
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Common terms and phrases
1998 CALIFORNIA BUILDING accordance with Section allowable stress analysis anchorage apply approved ASTM axial load bars beam bending bracing calculated CALIFORNIA BUILDING CODE column compression members compressive strength computed concrete conform construction dead load deflection deformed depth design values determined development length diameter diaphragm displacement ductile earthquake edge effects elements enforcement agency exceed face factor flange flexural members foot Formula frame grade greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus of elasticity N/mm² nails nominal Nonbuilding structures panel Parallel to Grain percent perpendicular pounds per square ratio requirements of Section resist roof seismic forces Seismic Zones Select structural shear reinforcement shear strength shear stress shear walls sheathing shotcrete slab spacing span specified in Section square inch MPa steel studs Table tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength