Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 160
... vertical courses or by equivalent mechanical anchorage . 5. Vertical cells to be filled shall have vertical alignment sufficient to maintain a clear , unobstructed continuous vertical cell measuring not less than 2 inches by 3 inches ...
... vertical courses or by equivalent mechanical anchorage . 5. Vertical cells to be filled shall have vertical alignment sufficient to maintain a clear , unobstructed continuous vertical cell measuring not less than 2 inches by 3 inches ...
Page 398
... vertical elements and such other similar vertical elements as may be required shall be designed to carry all the vertical stresses resulting from the wall loads in addition to tributary dead and live loads and from the horizontal forces ...
... vertical elements and such other similar vertical elements as may be required shall be designed to carry all the vertical stresses resulting from the wall loads in addition to tributary dead and live loads and from the horizontal forces ...
Page 444
... vertical supports on the basis of maximum strength . Rigid frame bents supporting crane runways may be considered as coming within the scope of this section . ( b ) Material . Structural steel shall conform to U.B.C. Standard No. 27-1 ...
... vertical supports on the basis of maximum strength . Rigid frame bents supporting crane runways may be considered as coming within the scope of this section . ( b ) Material . Structural steel shall conform to U.B.C. Standard No. 27-1 ...
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