California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 67
... materials less than 5/16 inch ( 7.9 mm ) thick , nondestructive testing is not required ; for this welding , continuous inspection is required . When approved by the building official and outlined in the project plans and specifications ...
... materials less than 5/16 inch ( 7.9 mm ) thick , nondestructive testing is not required ; for this welding , continuous inspection is required . When approved by the building official and outlined in the project plans and specifications ...
Page 82
... materials shall be those for proposed work . 2. Trial mixtures having proportions and consistencies re- quired for proposed work shall be made using at least three different water - cementitious materials ratios or cementi- tious materials ...
... materials shall be those for proposed work . 2. Trial mixtures having proportions and consistencies re- quired for proposed work shall be made using at least three different water - cementitious materials ratios or cementi- tious materials ...
Page 167
... Materials : Handling , Storage and Preparation . All materials shall comply with applicable requirements of Section 2102B . Storage , handling and preparation at the site shall conform also to the following : 1. Masonry materials shall ...
... Materials : Handling , Storage and Preparation . All materials shall comply with applicable requirements of Section 2102B . Storage , handling and preparation at the site shall conform also to the following : 1. Masonry materials shall ...
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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