California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 100
... stress due to unfactored dead load , at extreme fiber of section where tensile stress is caused by externally ... shear or torsion reinforcement in direction parallel to longitudinal reinforcement , inches ( mm ) . spacing of vertical ...
... stress due to unfactored dead load , at extreme fiber of section where tensile stress is caused by externally ... shear or torsion reinforcement in direction parallel to longitudinal reinforcement , inches ( mm ) . spacing of vertical ...
Page 144
... Shear and Torsion . 1926B.7.1 Design shear stress v shall be computed by : V = V bud where V is design shear force at section considered . ( 26B - 1 ) 1926B.7.2 When the reaction , in direction of applied shear , intro- duces ...
... Shear and Torsion . 1926B.7.1 Design shear stress v shall be computed by : V = V bud where V is design shear force at section considered . ( 26B - 1 ) 1926B.7.2 When the reaction , in direction of applied shear , intro- duces ...
Page 145
... shear stress v is greater than one half the permissible shear stress ve carried by concrete , except the following : 1. Slab and footings . 2. Concrete joist construction defined by Section 1908B.11 of this code . 3. Beams with total ...
... shear stress v is greater than one half the permissible shear stress ve carried by concrete , except the following : 1. Slab and footings . 2. Concrete joist construction defined by Section 1908B.11 of this code . 3. Beams with total ...
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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/mm˛ 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