Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-40
... Shotcrete . During the taking of test specimens and placing of all shotcrete and as required by Sections 1924.10 and 1924.11 . EXCEPTION : Shotcrete work fully supported on earth , minor re- pairs and when , in the opinion of the ...
... Shotcrete . During the taking of test specimens and placing of all shotcrete and as required by Sections 1924.10 and 1924.11 . EXCEPTION : Shotcrete work fully supported on earth , minor re- pairs and when , in the opinion of the ...
Page 2-97
... Shotcrete . In addition to the requirements of Division II , design and construction of shotcrete structures shall meet the requirements of Division IV . 1900.4.3 Reinforced gypsum concrete . Reinforced gypsum concrete shall be in ...
... Shotcrete . In addition to the requirements of Division II , design and construction of shotcrete structures shall meet the requirements of Division IV . 1900.4.3 Reinforced gypsum concrete . Reinforced gypsum concrete shall be in ...
Page 2-170
... SHOTCRETE 1924.1 General . Shotcrete shall be defined as mortar or con- crete pneumatically projected at high velocity onto a surface . Ex- cept as specified in this section , shotcrete shall conform to the regulations of this chapter ...
... SHOTCRETE 1924.1 General . Shotcrete shall be defined as mortar or con- crete pneumatically projected at high velocity onto a surface . Ex- cept as specified in this section , shotcrete shall conform to the regulations of this chapter ...
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