Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 86
Page 69
... height or portion thereof shall be considered as a tier . The clear height of a parking tier shall be not less than 7 feet , except that a lesser clear height may be permitted in mechanical - access open parking garages when approved by ...
... height or portion thereof shall be considered as a tier . The clear height of a parking tier shall be not less than 7 feet , except that a lesser clear height may be permitted in mechanical - access open parking garages when approved by ...
Page 85
... height , the limits specified in Sections 505 , 506 and 507 . ( b ) Special Provisions . Group R , Division 1 Occupancies more than two stories in height or having more than 3000 square feet of floor area above the first story , shall ...
... height , the limits specified in Sections 505 , 506 and 507 . ( b ) Special Provisions . Group R , Division 1 Occupancies more than two stories in height or having more than 3000 square feet of floor area above the first story , shall ...
Page 175
... height h to the effective thickness t and shall not exceed the value computed by ≤10 ( 3- e1 ) . e2 ( 19-1 ) NOTE : Value of e , / e , is positive where member is bent in single cur- vature , and negative where member is bent in double ...
... height h to the effective thickness t and shall not exceed the value computed by ≤10 ( 3- e1 ) . e2 ( 19-1 ) NOTE : Value of e , / e , is positive where member is bent in single cur- vature , and negative where member is bent in double ...
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