Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-248
... joints , beveled transitions are not required when changes in thickness and width of flanges and webs occur . 6.2.b. Splices using partial penetration welded joints shall not be within 3 ft of the beam - to - column connec- tion ...
... joints , beveled transitions are not required when changes in thickness and width of flanges and webs occur . 6.2.b. Splices using partial penetration welded joints shall not be within 3 ft of the beam - to - column connec- tion ...
Page 2-343
... 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 thickness , measured ...
... 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 thickness , measured ...
Page 2-347
... joints shall be staggered at least 24 inches ( 610 mm ) . Splices at butt joints in webs shall be in accordance with the de- sign . Unless otherwise noted in the design , at all web butt joints a plywood shear splice plate shall be ...
... joints shall be staggered at least 24 inches ( 610 mm ) . Splices at butt joints in webs shall be in accordance with the de- sign . Unless otherwise noted in the design , at all web butt joints a plywood shear splice plate shall be ...
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