California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-151
... grouting . 1918.16 Grout for Bonded Prestressing Tendons . 1918.16.1 Grout shall consist of portland cement and water ; or portland cement , sand and water . 1918.16.2 Materials for grout shall conform to the following : 1918.16.2.1 ...
... grouting . 1918.16 Grout for Bonded Prestressing Tendons . 1918.16.1 Grout shall consist of portland cement and water ; or portland cement , sand and water . 1918.16.2 Materials for grout shall conform to the following : 1918.16.2.1 ...
Page 6
... grout placement and for at least 24 hours after placement . 2104.4 Placing Masonry Units . 2104.4.1 Mortar . The mortar shall be sufficiently plastic and units shall be placed with sufficient pressure to extrude mortar from the joint ...
... grout placement and for at least 24 hours after placement . 2104.4 Placing Masonry Units . 2104.4.1 Mortar . The mortar shall be sufficiently plastic and units shall be placed with sufficient pressure to extrude mortar from the joint ...
Page 2-5
... Grout . 2103A.4.1 General . Grout shall consist of a mixture of cementi- tious materials and aggregate to which water has been added such that the mixture will flow without segregation of the constituents . The specified compressive ...
... Grout . 2103A.4.1 General . Grout shall consist of a mixture of cementi- tious materials and aggregate to which water has been added such that the mixture will flow without segregation of the constituents . The specified compressive ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
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1998 CALIFORNIA BUILDING accordance with Section Adopt entire UBC agency allowable stress Allowable Stress Design anchor bolts anchorage ASTM axial load bars beam braced frames building official calculated CALIFORNIA BUILDING CODE chapter column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection deformed design strength determined diameter diaphragm distance DOSH earthquake edge effective elements exceed factored flange flexural members foot Formula greater grout horizontal joint lateral forces less live load load combinations materials maximum ment minimum mm² mortar Nonbuilding structures nonprestressed OSHPD percent permitted plate pounds per square ratio requirements of Section seismic forces Seismic Zones shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel stiffener structural Table tensile thickness tion torsion UBC Standard Uniform Building Code vertical welded width wire yield strength