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 2-343
... Flange splices . Scarf joints in tension and compres- sion flanges may be assumed fully effective for the determination of moment of inertia . Scarf joints in adjacent laminations shall be spaced no closer than 16 times the lamination ...
... Flange splices . Scarf joints in tension and compres- sion flanges may be assumed fully effective for the determination of moment of inertia . Scarf joints in adjacent laminations shall be spaced no closer than 16 times the lamination ...
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 = V = nsdl QA depth of ...
... 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 = V = nsdl QA depth of ...
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 | |
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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