Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-205
... ratio of depth of compressive stress in flexural member to depth , d . live loads , or related internal moments and forces . length of wall , inches ( mm ) . length of wall or segment , inches ( mm ) . embedment depth of anchor bolt ...
... ratio of depth of compressive stress in flexural member to depth , d . live loads , or related internal moments and forces . length of wall , inches ( mm ) . length of wall or segment , inches ( mm ) . embedment depth of anchor bolt ...
Page 2-224
... ratio shall not exceed 6 . The nominal width of the beam shall be the greater of 8 inches ( 203 mm ) or 1/26 of the clear span between pier faces . Piers . The nominal depth of piers shall not exceed 96 inches ( 2438 mm ) . Nominal ...
... ratio shall not exceed 6 . The nominal width of the beam shall be the greater of 8 inches ( 203 mm ) or 1/26 of the clear span between pier faces . Piers . The nominal depth of piers shall not exceed 96 inches ( 2438 mm ) . Nominal ...
Page 2-259
... ratio ( l / r ) of individual elements between the stitches does not exceed 0.4 times the governing slenderness ratio of the built - up member . The total shear strength of the stitches shall be at least equal to the tensile strength of ...
... ratio ( l / r ) of individual elements between the stitches does not exceed 0.4 times the governing slenderness ratio of the built - up member . The total shear strength of the stitches shall be at least equal to the tensile strength of ...
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