Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 158
... grain to span 2188 2000 1875 100 Face grain to span 1875 1875 1875 65 TENSION // to face grain ( 3 - ply only3 ) 2188 2000 1875 1001 J. to face grain 1875 1875 1875 65 + 45 ° to face grain 337 320 310 75 COMPRESSION // to face grain ( 3 ...
... grain to span 2188 2000 1875 100 Face grain to span 1875 1875 1875 65 TENSION // to face grain ( 3 - ply only3 ) 2188 2000 1875 1001 J. to face grain 1875 1875 1875 65 + 45 ° to face grain 337 320 310 75 COMPRESSION // to face grain ( 3 ...
Page 160
... grain // to span 1600 1450 1350 Face grain to span 1350 1350 1350 TENSION // to face grain ( 3 - ply only2 ) : 1600 1450 1350 1 to face grain 1350 1350 1350 + 45 ° to face grain 250 240 230 COMPRESSION // to face grain ( 3 - ply only2 ) ...
... grain // to span 1600 1450 1350 Face grain to span 1350 1350 1350 TENSION // to face grain ( 3 - ply only2 ) : 1600 1450 1350 1 to face grain 1350 1350 1350 + 45 ° to face grain 250 240 230 COMPRESSION // to face grain ( 3 - ply only2 ) ...
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