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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 419
... Compression . Unstiffened ( projecting ) compression elements are those having one free edge parallel to the direction of compression stress . The width of unstiffened plates shall be taken from the free edge to the first row of ...
... Compression . Unstiffened ( projecting ) compression elements are those having one free edge parallel to the direction of compression stress . The width of unstiffened plates shall be taken from the free edge to the first row of ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength