Uniform Building Code, Volume 7International Conference of Building Officials, 1967 - Building laws |
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Page 85
... stress and deflection criteria set forth in U.B.C. Standard No. 25-21-67 . Span lengths for stress - graded lumber as set forth in Tables No. 25 - A and No. 25 - B ° may be based on the stresses therein . Spans in Group I are suitable ...
... stress and deflection criteria set forth in U.B.C. Standard No. 25-21-67 . Span lengths for stress - graded lumber as set forth in Tables No. 25 - A and No. 25 - B ° may be based on the stresses therein . Spans in Group I are suitable ...
Page 87
... stress - graded lumber as described in Section 1801 ( a ) may be based on the stresses therein . Spans in Group I are suitable for any species of stress - graded lumber given in Table No. 25 - A * which has a modulus of elasticity of ...
... stress - graded lumber as described in Section 1801 ( a ) may be based on the stresses therein . Spans in Group I are suitable for any species of stress - graded lumber given in Table No. 25 - A * which has a modulus of elasticity of ...
Page 88
... stress in bending of 1100 pounds per square inch . The allowable spans are based upon stress and deflection criteria set forth in U.B.C. Standard No. 25-21-67 . 2Lumber in Group IV may be used only under conditions specifically ap ...
... stress in bending of 1100 pounds per square inch . The allowable spans are based upon stress and deflection criteria set forth in U.B.C. Standard No. 25-21-67 . 2Lumber in Group IV may be used only under conditions specifically ap ...
Contents
Part Administrative | 11 |
Part IIDefinitions and Abbreviations | 20 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
aisle applied approved Area Allowable Building Official building or structure cavity walls cent Chapter 23 coat combustible conform Continued corbeled corridors exceed exit doors exterior exit balcony exterior walls feet Not permitted feet Protected less fire assembly Fire Zone Fire-extinguishing Systems fire-resistive rating fireplace Firestopping flammable liquids foot four inches gauge Group D Occupancies Group H grout Gypsum Lath gypsum wallboard H Occupancies horizontal hour less incombustible installed joists less than four Location on Property locking device Masonry chimneys materials maximum metal lath minimum nails occupant load one-hour fire-resistive construction partitions permitted less portion thereof portland cement plaster pounds per square ramp seats sheathing shingles soffits space spans Special Hazards specified in Chapter specified in Section Stairs stairway stories in height studs supports surface Table thickness tion toilet twelve inches 12 types of construction U.B.C. Standard Uniform Building Code veneer Ventilation Vertical Openings Wood shingles