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Page 339
... Members . Flexural members with overall depth to clear span ratios greater than two - fifths for continuous spans ... Compression Members . 1. Isolated com- pression member with multiple spirals . If two or more interlocking spirals are ...
... Members . Flexural members with overall depth to clear span ratios greater than two - fifths for continuous spans ... Compression Members . 1. Isolated com- pression member with multiple spirals . If two or more interlocking spirals are ...
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 ...
Page 342
... compression members at the joint . ( m ) Axially Loaded Members Supporting Slab System . All axially load- ed members supporting slab systems included in the scope of Section 2613 ( b ) shall be designed as provided in Section 2610 and ...
... compression members at the joint . ( m ) Axially Loaded Members Supporting Slab System . All axially load- ed members supporting slab systems included in the scope of Section 2613 ( b ) shall be designed as provided in Section 2610 and ...
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 bars beam bending bolts Building Official building or structure ceiling Code column compression compression members concrete conform dead load diameter diaphragms Division 1 Occupancies enclosure exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural floor area frame 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 partitions percent permitted plaster plastic plywood portland cement pounds per square prestressing protected reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section square feet square inch stairway steel strength studs surface Table tension tests thickness tion U.B.C. Standard values ventilation vertical water closet welds width wire wood yield strength