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Page 270
... ( Compression Parallel to Grain ) 73 percent E ( Modulus of Elasticity ) 83 percent ' For more details , see U.B.C. Standards No. 25-10 and No. 25-11 Fy ( Horizontal Shear ) 88 percent Fc ( Compression Perpendicular to Grain ) 67 percent ...
... ( Compression Parallel to Grain ) 73 percent E ( Modulus of Elasticity ) 83 percent ' For more details , see U.B.C. Standards No. 25-10 and No. 25-11 Fy ( Horizontal Shear ) 88 percent Fc ( Compression Perpendicular to Grain ) 67 percent ...
Page 339
... Compression members built monolithically with wall . For a spiral compression member built monolithically with a concrete wall or pier , the outer boundary of the compression member's section shall be taken either as a circle at least ...
... Compression members built monolithically with wall . For a spiral compression member built monolithically with a concrete wall or pier , the outer boundary of the compression member's section shall be taken either as a circle at least ...
Page 340
... 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
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
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 building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength