Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
From inside the book
Results 1-3 of 89
Page 2-49
... BEARING LBS / SQJFT / FT . OF DEPTH BELOW NATURAL GRADE3 x 0.157 for kPa per meter LATERAL SLIDING4 Resistance ( psf ) ... bearing values equal to two times the tabulated values . 4Lateral bearing and lateral sliding resistance may be ...
... BEARING LBS / SQJFT / FT . OF DEPTH BELOW NATURAL GRADE3 x 0.157 for kPa per meter LATERAL SLIDING4 Resistance ( psf ) ... bearing values equal to two times the tabulated values . 4Lateral bearing and lateral sliding resistance may be ...
Page 2-145
... bearing wall structures three or more stories in height , the following minimum provisions shall apply : 1916.5.2.1 Longitudinal and transverse ties shall be provided in floor and roof systems to provide a nominal strength of 1,500 ...
... bearing wall structures three or more stories in height , the following minimum provisions shall apply : 1916.5.2.1 Longitudinal and transverse ties shall be provided in floor and roof systems to provide a nominal strength of 1,500 ...
Page 2-193
... bearing . Bearing stiffeners shall not be joggled . The moment of inertia of the bearing stiffener shall not be less than that given by the following expression : Ib = Is + S Ph2nu ΠΕ For SI : 1 inch = 416 231 mm2 . WHERE : Ib ...
... bearing . Bearing stiffeners shall not be joggled . The moment of inertia of the bearing stiffener shall not be less than that given by the following expression : Ib = Is + S Ph2nu ΠΕ For SI : 1 inch = 416 231 mm2 . WHERE : Ib ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
13 other sections not shown
Other editions - View all
Common terms and phrases
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