California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 140
... SHOTCRETE 1922B.1 General . Shotcrete shall be defined as mortar or con- ç crete pneumatically projected at high velocity onto a surface . In- cluded are such terms commonly known as gunite and guncrete . Except as specified in this ...
... SHOTCRETE 1922B.1 General . Shotcrete shall be defined as mortar or con- ç crete pneumatically projected at high velocity onto a surface . In- cluded are such terms commonly known as gunite and guncrete . Except as specified in this ...
Page 141
... shotcrete placed . When the maximum size aggregate is larger than 3/8 inch ( 9.5 mm ) , the test panels shall have a ... Shotcrete work shall be in- ↑ spected as required in Section 1928B.10 . 1922B.11.2 Visual examination for ...
... shotcrete placed . When the maximum size aggregate is larger than 3/8 inch ( 9.5 mm ) , the test panels shall have a ... Shotcrete work shall be in- ↑ spected as required in Section 1928B.10 . 1922B.11.2 Visual examination for ...
Page 187
... ( Shotcrete ) or Concrete Method of Strengthening . 2.1 Ribs or minor columns of shotcrete or concrete may be in- corporated into existing masonry to support vertical loads and lateral forces normal to the wall . The width of the chases ...
... ( Shotcrete ) or Concrete Method of Strengthening . 2.1 Ribs or minor columns of shotcrete or concrete may be in- corporated into existing masonry to support vertical loads and lateral forces normal to the wall . The width of the chases ...
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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