California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 33
... veneers and adheered veneers over 1 inch ( 25 mm ) thick , including the mortar backing ' L is the span between vertical or horizontal supports . LOADING CONDITION Seismic or wind Seismic or wind Seismic MAXIMUM ALLOWABLE DEFLECTION1 L ...
... veneers and adheered veneers over 1 inch ( 25 mm ) thick , including the mortar backing ' L is the span between vertical or horizontal supports . LOADING CONDITION Seismic or wind Seismic or wind Seismic MAXIMUM ALLOWABLE DEFLECTION1 L ...
Page 171
... veneer walls , if less than 75 percent of the units in any transverse vertical plane lap the ends of the units below a distance less than one half the height of the unit , or less than one fourth the length of the unit , the wall shall ...
... veneer walls , if less than 75 percent of the units in any transverse vertical plane lap the ends of the units below a distance less than one half the height of the unit , or less than one fourth the length of the unit , the wall shall ...
Page 217
... Veneer of brick , concrete or stone applied as specified in Section 1403A.6.2 used as interior wall finish may be supported on wood floors which are designed to support the additional load , and be designed to limit the deflection and ...
... Veneer of brick , concrete or stone applied as specified in Section 1403A.6.2 used as interior wall finish may be supported on wood floors which are designed to support the additional load , and be designed to limit the deflection and ...
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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/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