California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 13
... effects shall be accounted for by increasing the accidental tor- sion at each level by an amplification factor , Ax , determined from the following formula : WHERE : Ax = & max 1.2 davg ( 28B - 9 ) Savg = the average of the ...
... effects shall be accounted for by increasing the accidental tor- sion at each level by an amplification factor , Ax , determined from the following formula : WHERE : Ax = & max 1.2 davg ( 28B - 9 ) Savg = the average of the ...
Page 16
... effects of the seismic forces prescribed herein and the effects of gravity loadings from dead , floor live and snow loads . Consideration shall be given to design for uplift effects caused by seismic loads . For materials which use ...
... effects of the seismic forces prescribed herein and the effects of gravity loadings from dead , floor live and snow loads . Consideration shall be given to design for uplift effects caused by seismic loads . For materials which use ...
Page 122
... Effects of initial and long - time deflections shall be considered including effects on interconnected elements . 1916B.2.4 Design of joints and bearings shall include effects of all forces to be transmitted , including shrinkage ...
... Effects of initial and long - time deflections shall be considered including effects on interconnected elements . 1916B.2.4 Design of joints and bearings shall include effects of all forces to be transmitted , including shrinkage ...
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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