## California Building Code, Volume 2 |

### From inside the book

Results 1-3 of 87

Page

Q TABLE 16-T—NEAR-SOURCE FACTOR N," CLOSEST

KNOWN SEISMIC SOURCE2.3 SEISMIC SOURCE TYPE < 2 km 5 km 10 km >

15 km A. 2.0 1.6 1.2 1.0 B 1.6 1.2 1.0 1.0 C 1.0 1.0 1.0 1.0 'The Near-Source

Factor may ...

Q TABLE 16-T—NEAR-SOURCE FACTOR N," CLOSEST

**DISTANCE**TOKNOWN SEISMIC SOURCE2.3 SEISMIC SOURCE TYPE < 2 km 5 km 10 km >

15 km A. 2.0 1.6 1.2 1.0 B 1.6 1.2 1.0 1.0 C 1.0 1.0 1.0 1.0 'The Near-Source

Factor may ...

Page

TABLE 16A-S-NEAR-SOURCE FACTOR N, 1 CLOSEST

SEISMIC < 2 km 5 km > 10 km A. 1.5 ... 1.0 1.0 'The Near-Source Factor may be

based on the linear interpolation of values for

TABLE 16A-S-NEAR-SOURCE FACTOR N, 1 CLOSEST

**DISTANCE**TO KNOWNSEISMIC < 2 km 5 km > 10 km A. 1.5 ... 1.0 1.0 'The Near-Source Factor may be

based on the linear interpolation of values for

**distances**other than those shown ...Page 2-52

The clear

than the nominal diameter of the bars or 1 inch (25 mm), except that bars in a

splice may be in contact. This clear

The clear

**distance**between parallel bars, except in columns, shall not be lessthan the nominal diameter of the bars or 1 inch (25 mm), except that bars in a

splice may be in contact. This clear

**distance**requirement applies to the clear**distance**...### What people are saying - Write a review

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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