California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 56
... Minimum Lateral Displacements . 1654B.3.1 Design displacement . The isolation system shall be designed and constructed to withstand minimum lateral earth- quake displacements which act in the direction of each of the main horizontal ...
... Minimum Lateral Displacements . 1654B.3.1 Design displacement . The isolation system shall be designed and constructed to withstand minimum lateral earth- quake displacements which act in the direction of each of the main horizontal ...
Page 87
... minimum concrete cover shall be provided for reinforce- ment : 1907B.7.2 Precast concrete ( manufactured under plant con- trol conditions ) . The following minimum concrete cover shall be provided for reinforcement : 1 . 2 . Concrete ...
... minimum concrete cover shall be provided for reinforce- ment : 1907B.7.2 Precast concrete ( manufactured under plant con- trol conditions ) . The following minimum concrete cover shall be provided for reinforcement : 1 . 2 . Concrete ...
Page 190
... MINIMUM DIAMETER 6 bar diameters 8 bar diameters TABLE 21B - H - 1 - RADIUS OF GYRATION1 FOR CONCRETE MASONRY UNITS2 ... minimum dimensions of hollow concrete masonry unit face shells and webs in accordance with UBC Standard 21-4 for two ...
... MINIMUM DIAMETER 6 bar diameters 8 bar diameters TABLE 21B - H - 1 - RADIUS OF GYRATION1 FOR CONCRETE MASONRY UNITS2 ... minimum dimensions of hollow concrete masonry unit face shells and webs in accordance with UBC Standard 21-4 for two ...
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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