Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
From inside the book
Results 1-3 of 63
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 | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
14 other sections not shown
Other editions - View all
Common terms and phrases
1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist 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 studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength