Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 164
... GRAIN SHEAR TO GRAIN 2600 1600 2200 1500 1900 165 450 2400 1600 2000 1500 1800 165 450 2200 1600 1800 1500 1800 165 ... slope of grain of all laminations in the member must not be steeper than that required in the outer 10 per cent of ...
... GRAIN SHEAR TO GRAIN 2600 1600 2200 1500 1900 165 450 2400 1600 2000 1500 1800 165 450 2200 1600 1800 1500 1800 165 ... slope of grain of all laminations in the member must not be steeper than that required in the outer 10 per cent of ...
Page 166
... GRADE REQUIREMENTS FOR THE TABULATED ALLOWABLE UNIT STRESSES MINIMUM GRADE OF LAMINATIONS Top and Bottom Zone ... SLOPE OF GRAIN Next Inner 10 per cent of Laminations 4 to 8 L1 A 9 to 20 L1 21 or more L1 L3 L3 L2 L3 1:14 1:12 L2 ...
... GRADE REQUIREMENTS FOR THE TABULATED ALLOWABLE UNIT STRESSES MINIMUM GRADE OF LAMINATIONS Top and Bottom Zone ... SLOPE OF GRAIN Next Inner 10 per cent of Laminations 4 to 8 L1 A 9 to 20 L1 21 or more L1 L3 L3 L2 L3 1:14 1:12 L2 ...
Page 168
... Grain Slope LAMINATION4 Scarf Slope Module Grain Slope Scarf Slope Module Grain Slope 0.1 4 to 14 800 1:16 1:10 800 1:16 1:10 970 1:15 .1 15 or more 800 1:16 1:10 800 1:16 1:10 980 1:15 с ( compression parallel to grain ) 70 per cent ...
... Grain Slope LAMINATION4 Scarf Slope Module Grain Slope Scarf Slope Module Grain Slope 0.1 4 to 14 800 1:16 1:10 800 1:16 1:10 970 1:15 .1 15 or more 800 1:16 1:10 800 1:16 1:10 980 1:15 с ( compression parallel to grain ) 70 per cent ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
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allowable unit stresses appliances approved bars beam bending bolts Building Official building or structure ceiling cent chimney clearance Code column combustible compression compression members connectors Continued dead load designed diameter doors Douglas Fir dry standpipes ducts enclosures exceed exit exterior walls fiber fire assembly Fire Zone fire-resistive construction fire-resistive rating firestopped flange foot frame furnaces gauge girders grade Group grout gypsum height horizontal incombustible installed joints joists Laminations lath less live load located lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails occupant load one-hour fire-resistive openings partitions permitted plaster plate plywood portland cement pounds per square protected reinforced concrete resist roof shear sheathing slab space span specified in Section square feet square inch stairway standpipes steel studs surface Table thickness tion twelve inches 12 TYPES OF CONSTRUCTION U.B.C. Standard vent Ventilation vertical welds width wire wood Wood shingles