Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 175
... effective 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 ...
... effective 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 ...
Page 176
... effective height of a col- umn relative to both principal axes shall be taken as twice its height above the lower support . F. Effective thickness . For solid walls , the effective thickness shall be taken as the actual thickness . For ...
... effective height of a col- umn relative to both principal axes shall be taken as twice its height above the lower support . F. Effective thickness . For solid walls , the effective thickness shall be taken as the actual thickness . For ...
Page 451
... effective area 5. Compression normal to effective area 6. Tension or compression parallel to axis of the weld ' 7. Shear parallel to axis of weld 8. Tension normal to effective area 0.30 x nominal tensile strength of weld metal ( ksi ) ...
... effective area 5. Compression normal to effective area 6. Tension or compression parallel to axis of the weld ' 7. Shear parallel to axis of weld 8. Tension normal to effective area 0.30 x nominal tensile strength of weld metal ( ksi ) ...
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