## California Building Code, Volume 2 |

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Page 16

The factored horizontal shear force shall not exceed horizontal shear strength

OVnh as given in Sections 1917.5.2.1 through 1917.5.2.4 where area of contact

surface ... As = area of

”).

The factored horizontal shear force shall not exceed horizontal shear strength

OVnh as given in Sections 1917.5.2.1 through 1917.5.2.4 where area of contact

surface ... As = area of

**nonprestressed**tension reinforcement, square inches (mm”).

Page 16

1918.7.2 As an alternative to a more accurate determination ofsps based on

strain compatibility, the following approximate values of f, shall be used if f.e is

1918.7.2 As an alternative to a more accurate determination ofsps based on

strain compatibility, the following approximate values of f, shall be used if f.e is

**not**less than 0.5 ft. 1. For members with bonded**prestressing**tendons: f, = *( - }|.Page 40

factor for type of prestressing tendon. = 0.55 for f.y/fin not less than 0.80. = 0.40

for foss, not less than 0.85. = 0.28 for foss, not less than 0.90. H = curvature

friction coefficient. p = ratio of

= ratio ...

factor for type of prestressing tendon. = 0.55 for f.y/fin not less than 0.80. = 0.40

for foss, not less than 0.85. = 0.28 for foss, not less than 0.90. H = curvature

friction coefficient. p = ratio of

**nonprestressed**tension reinforcement. = Assbd. p'= ratio ...

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1998 CALIFORNIA BUILDING accordance with Section allowable stress Allowable Stress Design anchor bolts anchorage apply 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 lateral support less live load load combinations materials maximum ment minimum mortar nominal strength Nonbuilding structures nonprestressed percent permitted plate pounds per square precast 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 story structural Table tensile tensile stress thickness tion torsion UBC Standard vertical welded width wire yield strength