California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 73
... Precast Concrete Piles . C 1808B.4.1 Materials . Precast concrete piles shall have a speci- fied compressive strength ƒ'e of not less than 3,000 psi ( 20.68 MPa ) , and shall develop a compressive strength of not less than 3,000 psi ...
... Precast Concrete Piles . C 1808B.4.1 Materials . Precast concrete piles shall have a speci- fied compressive strength ƒ'e of not less than 3,000 psi ( 20.68 MPa ) , and shall develop a compressive strength of not less than 3,000 psi ...
Page 121
... precast construction , reinforcement required to sat- isfy Section 1915B.8.1 may be provided by anchor bolts or suit- able mechanical connectors . 1915B.8.3.1 Connection between precast columns or pedestals and supporting member shall ...
... precast construction , reinforcement required to sat- isfy Section 1915B.8.1 may be provided by anchor bolts or suit- able mechanical connectors . 1915B.8.3.1 Connection between precast columns or pedestals and supporting member shall ...
Page 122
... precast concrete . 1916B.2 Design . 1916B.2.1 Design of precast members shall consider all loading and restraint conditions from initial fabrication to completion of the structure , including form removal , storage , transportation and ...
... precast concrete . 1916B.2 Design . 1916B.2.1 Design of precast members shall consider all loading and restraint conditions from initial fabrication to completion of the structure , including form removal , storage , transportation 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