Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - 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 2-207
... grout ingredients and the masonry units to be used . The grout shall be specified by the proportion of its constituents in terms of parts by volume , or 2. Minimum compressive strength which will produce the required prism strength , or ...
... grout ingredients and the masonry units to be used . The grout shall be specified by the proportion of its constituents in terms of parts by volume , or 2. Minimum compressive strength which will produce the required prism strength , or ...
Page 2-208
... grout placement and for at least 24 hours after placement . When atmospheric temperatures fall below 20 ° F ( -7 ° C ) , enclosures shall be provided around the masonry during grout placement and for at least 24 hours after placement ...
... grout placement and for at least 24 hours after placement . When atmospheric temperatures fall below 20 ° F ( -7 ° C ) , enclosures shall be provided around the masonry during grout placement and for at least 24 hours after placement ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/m² lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength