Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 118
... girders or trusses rest on masonry or con- crete walls . Girders and beams shall be closely fitted around columns , and adjoining ends shall be cross tied to each other , or intertied by caps or ties , to trans- fer horizontal loads ...
... girders or trusses rest on masonry or con- crete walls . Girders and beams shall be closely fitted around columns , and adjoining ends shall be cross tied to each other , or intertied by caps or ties , to trans- fer horizontal loads ...
Page 307
... girders unless a beam intersects a girder at this point , in which case the joints in the girders shall be offset a distance equal to twice the width of the beam . Provision shall be made for transfer of shear and other forces through ...
... girders unless a beam intersects a girder at this point , in which case the joints in the girders shall be offset a distance equal to twice the width of the beam . Provision shall be made for transfer of shear and other forces through ...
Page 424
... girders and in beams shall develop the strength required by the stresses at the point of splice . ( i ) Horizontal Forces . The flanges of plate girders supporting cranes or other moving loads shall be proportioned to resist the ...
... girders and in beams shall develop the strength required by the stresses at the point of splice . ( i ) Horizontal Forces . The flanges of plate girders supporting cranes or other moving loads shall be proportioned to resist the ...
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