Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 397
... connection shall be equal to the maximum shears in the con- nection computed by a rational analysis taking into account the column shear and the concentrated shears developed from the forces in the beam reinforcement at a stress assumed ...
... connection shall be equal to the maximum shears in the con- nection computed by a rational analysis taking into account the column shear and the concentrated shears developed from the forces in the beam reinforcement at a stress assumed ...
Page 436
... connection . High- strength bolts installed in accordance with the provisions of Section 2713 ( a ) as a friction - type connection prior to welding may be considered as sharing common load with the welds , provided the connections are ...
... connection . High- strength bolts installed in accordance with the provisions of Section 2713 ( a ) as a friction - type connection prior to welding may be considered as sharing common load with the welds , provided the connections are ...
Page 448
... Connections . Each beam or girder moment connection to a column shall be capable of developing in the beam the full plastic capacity of the beam or girder . EXCEPTION : The connection need not develop the full plastic capacity of the ...
... Connections . Each beam or girder moment connection to a column shall be capable of developing in the beam the full plastic capacity of the beam or girder . EXCEPTION : The connection need not develop the full plastic capacity of 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