Uniform Building Code, Volume 6International Conference of Building Officials, 1967 - Building laws |
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Page 17
... stress in bend- ing 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 . ' Lumber in Group IV may be used only under conditions specifically ...
... stress in bend- ing 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 . ' Lumber in Group IV may be used only under conditions specifically ...
Page 21
... stress - graded lumber in Table No. 25 - A or No. 25 - B which has a modulus of elasticity of 1,600,000 pounds per square inch and an allowable extreme fiber stress in bending of 1100 pounds per square inch . The allowable spans are ...
... stress - graded lumber in Table No. 25 - A or No. 25 - B which has a modulus of elasticity of 1,600,000 pounds per square inch and an allowable extreme fiber stress in bending of 1100 pounds per square inch . The allowable spans are ...
Page 24
... 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 ...
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Common terms and phrases
11 gauge anchored applied approved Basecoat BOLTS bond Building Official CAVITY WALL Ceiling Ceiling Ceiling concrete concrete masonry units Corbeling corrosion-resistant Direction 16 Douglas Fir exceed Expanded Metal Lath exterior walls Fasteners finish coat Fire-resistive Construction firebrick FIRESTOP five-eighths FLASHING FOUNDATION four inches FROST LINE GRADE GROUP III GROUP GROUTED MASONRY Gypsum Lath gypsum plaster gypsum wallboard HEADER Horizontal Perpendicular horizontal projection interior joints lath and plaster LINTEL MASONRY CHIMNEYS masonry walls MAXIMUM ALLOWABLE SPAN MAXIMUM SPACING mesh minimum modulus of elasticity mortar nails one-fourth inch one-half inch partitions plastered ceiling-not PLATE portland cement plaster pounds per square second coat sheathing six inches SOLID MASONRY square feet square foot square inch STORY stress-graded lumber studs Supporting Supporting Supporting Table thickness three-eighths inch twelve inches 12 twenty-four inches 24 U.B.C. Standard Uniform Building Code veneer Vertical Either Direction weatherboarding width wire lath wood frame wood shingles