Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-53
... footing plate is acceptable . Thickness and width of the granular footing shall be determined by allowable bearing pressure between the gravel , sand or crushed stone and the supporting soil , assuming the downward load from the wood ...
... footing plate is acceptable . Thickness and width of the granular footing shall be determined by allowable bearing pressure between the gravel , sand or crushed stone and the supporting soil , assuming the downward load from the wood ...
Page 2-143
... Footings . 1915.4.1 External moment on any section of a footing shall be de- termined by passing a vertical plane through the footing and com- puting the moment of the forces acting over entire area of footing on one side of that ...
... Footings . 1915.4.1 External moment on any section of a footing shall be de- termined by passing a vertical plane through the footing and com- puting the moment of the forces acting over entire area of footing on one side of that ...
Page 2-167
... footing shall be determined from un- factored forces and moments transmitted by footing to soil and permissible soil pressure selected through principles of soil mechanics . 1922.7.3 Plain concrete shall not be used for footings on ...
... footing shall be determined from un- factored forces and moments transmitted by footing to soil and permissible soil pressure selected through principles of soil mechanics . 1922.7.3 Plain concrete shall not be used for footings on ...
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