Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-193
... flange to flange but need not be connected to either flange . Unless the outer edge of a stiffener is continuously stiffened , its thickness shall not be less than one twelfth the clear width of the outstanding leg . Vertical stiffeners ...
... flange to flange but need not be connected to either flange . Unless the outer edge of a stiffener is continuously stiffened , its thickness shall not be less than one twelfth the clear width of the outstanding leg . Vertical stiffeners ...
Page 2-249
... Flange Area : There shall be no abrupt changes in beam flange areas in plastic hinge re- gions . 8.4.b. Width - Thickness Ratios : Beams and columns shall comply with in Table 8-1 in lieu of those in Table B5 . 1 of the Specification ...
... Flange Area : There shall be no abrupt changes in beam flange areas in plastic hinge re- gions . 8.4.b. Width - Thickness Ratios : Beams and columns shall comply with in Table 8-1 in lieu of those in Table B5 . 1 of the Specification ...
Page 2-350
... Flange - web shear ( rolling shear ) . For beams con- taining plywood flanges , the allowable flange - web shear on glued joints shall not exceed the value established by the following for- mula : WHERE : d = nsdl V = depth of contact ...
... Flange - web shear ( rolling shear ) . For beams con- taining plywood flanges , the allowable flange - web shear on glued joints shall not exceed the value established by the following for- mula : WHERE : d = nsdl V = depth of contact ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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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