Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 131
... elements depend on diaphragm action for shear distribution at any level , the shear - resisting elements shall be capable of resisting a torsional moment assumed to be equivalent to the story shear acting with an eccentricity of not ...
... elements depend on diaphragm action for shear distribution at any level , the shear - resisting elements shall be capable of resisting a torsional moment assumed to be equivalent to the story shear acting with an eccentricity of not ...
Page 134
... elements above the diaphragm to other vertical resisting elements below the diaphragm due to offsets in the placement of the elements or to changes in stiffness in the vertical elements , these forces shall be added to those determined ...
... elements above the diaphragm to other vertical resisting elements below the diaphragm due to offsets in the placement of the elements or to changes in stiffness in the vertical elements , these forces shall be added to those determined ...
Page 398
... elements shall be provided at the edges of concrete shear walls in buildings whose lateral force resisting system is as described in Table No. 23 - I for a K of .80 . These elements shall be composed of concrete encased structural steel ...
... elements shall be provided at the edges of concrete shear walls in buildings whose lateral force resisting system is as described in Table No. 23 - I for a K of .80 . These elements shall be composed of concrete encased structural steel ...
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