Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 58
Page 336
... capacity of the column through the floor system shall be computed using the weaker concrete strength with vertical dowels and spirals as required . 3. For columns laterally supported on four sides by beams of approximately equal depth ...
... capacity of the column through the floor system shall be computed using the weaker concrete strength with vertical dowels and spirals as required . 3. For columns laterally supported on four sides by beams of approximately equal depth ...
Page 396
... capacity of the column is less than the sum of the shears ( EV ) computed by Formula ( 26-3 ) for all the beams framing into the column above the level under consideration , special transverse reinforcement shall be provided . For beams ...
... capacity of the column is less than the sum of the shears ( EV ) computed by Formula ( 26-3 ) for all the beams framing into the column above the level under consideration , special transverse reinforcement shall be provided . For beams ...
Page 498
... capacity of a building containing mixed occupancies shall be determined by adding the number of occupants of the various portions as set forth in Table No. 33 - A . ( h ) More Than One Purpose . For determining exit requirements the ...
... capacity of a building containing mixed occupancies shall be determined by adding the number of occupants of the various portions as set forth in Table No. 33 - A . ( h ) More Than One Purpose . For determining exit requirements the ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
72 other sections not shown
Other editions - View all
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