Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 264
... ( Compression Perpendicular to Grain ) 67 percent ' For members stressed principally in bending ; load applied perpendicular to the wide face of the laminations . ' For combinations using an L1 - C or an L2 - D for outer tension and ...
... ( Compression Perpendicular to Grain ) 67 percent ' For members stressed principally in bending ; load applied perpendicular to the wide face of the laminations . ' For combinations using an L1 - C or an L2 - D for outer tension and ...
Page 333
... compression member , the outer boundary of the compression member shall be taken at a distance outside the extreme limits of the spiral equal to the requirements of Section 2607 ( 0 ) . 2. Compression members built monolithically with ...
... compression member , the outer boundary of the compression member shall be taken at a distance outside the extreme limits of the spiral equal to the requirements of Section 2607 ( 0 ) . 2. Compression members built monolithically with ...
Page 334
... Compression Members . The design of com- pression members shall be based on forces and moments determined from an analysis of the structure . Such an analysis shall take into account the in- fluence of axial loads and variable moment of ...
... Compression Members . The design of com- pression members shall be based on forces and moments determined from an analysis of the structure . Such an analysis shall take into account the in- fluence of axial loads and variable moment 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