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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength