Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-20
... Connections to permit movement in the plane of the panel for story drift shall be sliding connections using slotted or oversize holes , connections that permit movement by bending of steel , or other connections providing equivalent ...
... Connections to permit movement in the plane of the panel for story drift shall be sliding connections using slotted or oversize holes , connections that permit movement by bending of steel , or other connections providing equivalent ...
Page 2-158
... connection shall be fully developed between the connection and the beginning of nonlinear action region . Lap splices are prohibited within connections adja- cent to a joint . 1921.2.7.3 Design forces . Design strength of strong connections ...
... connection shall be fully developed between the connection and the beginning of nonlinear action region . Lap splices are prohibited within connections adja- cent to a joint . 1921.2.7.3 Design forces . Design strength of strong connections ...
Page 2-254
... Connections : Base plates that develop the strength of the members or structural systems = 0.90 Welded connections that do not develop the strength of the member or structural system , including connection of base plates and anchor ...
... Connections : Base plates that develop the strength of the members or structural systems = 0.90 Welded connections that do not develop the strength of the member or structural system , including connection of base plates and anchor ...
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