Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 143
... direction Any direction 0.8 3. Exterior and interior ornamentations and appendages 4. When connected to , part of , or housed within a building : a . Penthouses , anchorage and supports for chimneys and stacks and tanks , in- cluding ...
... direction Any direction 0.8 3. Exterior and interior ornamentations and appendages 4. When connected to , part of , or housed within a building : a . Penthouses , anchorage and supports for chimneys and stacks and tanks , in- cluding ...
Page 175
... direction by the effective thickness t in the corresponding direction and shall not exceed the value computed by 1 ≤ 5 ( 4 - 21 ) . e2 .. ( 19-2 ) Where walls or columns meet all other requirements of this code , limits on slenderness ...
... direction by the effective thickness t in the corresponding direction and shall not exceed the value computed by 1 ≤ 5 ( 4 - 21 ) . e2 .. ( 19-2 ) Where walls or columns meet all other requirements of this code , limits on slenderness ...
Page 387
... direction of the principal stress . Reinforcement may be considered parallel to the line of principal stress when its direction does not deviate from this line by more than 15 degrees . Where excess reinforcement is provided , the 15 ...
... direction of the principal stress . Reinforcement may be considered parallel to the line of principal stress when its direction does not deviate from this line by more than 15 degrees . Where excess reinforcement is provided , the 15 ...
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