Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 135
... Connections to permit movement in the plane of the panel for story drift shall be properly de- signed sliding connections using slotted or oversized holes or may be con- nections which permit movement by bending of steel or other ...
... Connections to permit movement in the plane of the panel for story drift shall be properly de- signed sliding connections using slotted or oversized holes or may be con- nections which permit movement by bending of steel or other ...
Page 434
... connections may be neglected in statically loaded members and shall be considered in members subject to fatigue loading . ( d ) Unrestrained Members . Beam , girder or truss connections may be proportioned for the reaction shears only ...
... connections may be neglected in statically loaded members and shall be considered in members subject to fatigue loading . ( d ) Unrestrained Members . Beam , girder or truss connections may be proportioned for the reaction shears only ...
Page 436
... connection prior to welding may be considered as sharing common load with the welds , provided the connections are not subject to fatigue loading or used in a ductile moment - resisting frame . In making welded alterations to structures ...
... connection prior to welding may be considered as sharing common load with the welds , provided the connections are not subject to fatigue loading or used in a ductile moment - resisting frame . In making welded alterations to structures ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength