Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 451
... metal 2. Compression normal to the effective area Same as base metal 5. Compression normal to effective area 0.30 x nominal tensile strength of weld metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x yield stress ...
... metal 2. Compression normal to the effective area Same as base metal 5. Compression normal to effective area 0.30 x nominal tensile strength of weld metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x yield stress ...
Page 452
... metal shall not exceed 0.40 x yield stress of base metal Same as base metal 0.30 x nominal tensile strength of weld metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x yield stress of base metal ' For definition of ...
... metal shall not exceed 0.40 x yield stress of base metal Same as base metal 0.30 x nominal tensile strength of weld metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x yield stress of base metal ' For definition of ...
Page 532
... Metal Chimneys Sec . 3706. Metal chimneys shall be constructed and installed to meet the requirements of the Mechanical Code . Fireplaces and Barbecues Sec . 3707. ( a ) General . Masonry fireplaces , barbecues , smoke cham- bers and ...
... Metal Chimneys Sec . 3706. Metal chimneys shall be constructed and installed to meet the requirements of the Mechanical Code . Fireplaces and Barbecues Sec . 3707. ( a ) General . Masonry fireplaces , barbecues , smoke cham- bers and ...
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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength