## California Building Code, Volume 2 |

### From inside the book

Results 1-3 of 82

Page 2-31

Allowable loads in shear shall be the value selected from Table 21-F or shall be

determined from the lesser of

) For SI: B, = 1070 of ,A, B, = 0.12 A, f, (7-6) Where the anchor bolt edge distance

...

Allowable loads in shear shall be the value selected from Table 21-F or shall be

determined from the lesser of

**Formula**(7-5) or**Formula**(7-6). B, = 350 of ...A, (7-5) For SI: B, = 1070 of ,A, B, = 0.12 A, f, (7-6) Where the anchor bolt edge distance

...

Page 2-52

Allowable loads in shear shall be the value selected from Table 21 A-F or shall

be determined from the lesser of

(7A-5) For SI: B, = 1070 of ,A, B, - 0.12 A, f, (7A-6) Where the anchor bolt edge ...

Allowable loads in shear shall be the value selected from Table 21 A-F or shall

be determined from the lesser of

**Formula**(7A-5) or**Formula**(7A-6). B, = 350 of ,A,(7A-5) For SI: B, = 1070 of ,A, B, - 0.12 A, f, (7A-6) Where the anchor bolt edge ...

Page 2-52

walls by representing effects of axial forces and deflection in calculation of

moments, may be used when the vertical load stress at the location of maximum

moment does not exceed 0.04f on as computed by

off on ...

walls by representing effects of axial forces and deflection in calculation of

moments, may be used when the vertical load stress at the location of maximum

moment does not exceed 0.04f on as computed by

**Formula**(8A-19). The valueoff on ...

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### Common terms and phrases

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