Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 200
... length of beam , inches , from the following table . d = unsupported length of beam , inches . depth of beam , inches . b = breadth of beam , inches . EFFECTIVE LENGTH OF GLUED - LAMINATED BEAMS TYPE OF BEAM SPAN AND NATURE OF LOAD ...
... length of beam , inches , from the following table . d = unsupported length of beam , inches . depth of beam , inches . b = breadth of beam , inches . EFFECTIVE LENGTH OF GLUED - LAMINATED BEAMS TYPE OF BEAM SPAN AND NATURE OF LOAD ...
Page 311
... length , splices shall meet the requirements for Class B splices ( lap of 1.3 ) . ( ii ) If more than one - half of the bars or wires are lap spliced within a required lap length , splices shall meet the requirements for Class C splices ...
... length , splices shall meet the requirements for Class B splices ( lap of 1.3 ) . ( ii ) If more than one - half of the bars or wires are lap spliced within a required lap length , splices shall meet the requirements for Class C splices ...
Page 357
... length may be reduced 25 percent when the reinforcement is enclosed by spirals not less than 1⁄4 inch in diameter and not more than 4 - inch pitch . ( h ) Development Length of Bundled Bars . The development length of each bar of ...
... length may be reduced 25 percent when the reinforcement is enclosed by spirals not less than 1⁄4 inch in diameter and not more than 4 - inch pitch . ( h ) Development Length of Bundled Bars . The development length of each bar of ...
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