Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 171
... Structural 1200 60 Common Structural Utility Structural J. & P.15-16 1100 60 J. & P.15-16 950 60 Select Structural PINE , SOUTHERN Select Select No. 1 P. & T. 360 850 360 775 360 650 ( All ) U.B.C. Standard 360 600 1,100,000 No. 25-5-67 ...
... Structural 1200 60 Common Structural Utility Structural J. & P.15-16 1100 60 J. & P.15-16 950 60 Select Structural PINE , SOUTHERN Select Select No. 1 P. & T. 360 850 360 775 360 650 ( All ) U.B.C. Standard 360 600 1,100,000 No. 25-5-67 ...
Page 172
... Structural 8614 2 " thick only 2900 150 455 2200 Dense Structural 7214 2350 135 455 1800 Dense Structural 6514 2050 120 455 1600 Dense Structural 5814 1750 105 455 1450 No. 1 Dense14 1750 120 455 1550 No. 1 1500 120 390 1350 No. 2 ...
... Structural 8614 2 " thick only 2900 150 455 2200 Dense Structural 7214 2350 135 455 1800 Dense Structural 6514 2050 120 455 1600 Dense Structural 5814 1750 105 455 1450 No. 1 Dense14 1750 120 455 1550 No. 1 1500 120 390 1350 No. 2 ...
Page 180
... STRUCTURAL GLUED - LAMINATED LARCH , AND WEST COAST HEMLOCK LUMBER - DRY CONDITIONS OF USE ' - Continued Allowable ... Structural 2200 2200 2200 2200 1700 1700 140 365 23 23 Clear One Construction 2200 2200 2200 2200 1600 1700 140 365 ...
... STRUCTURAL GLUED - LAMINATED LARCH , AND WEST COAST HEMLOCK LUMBER - DRY CONDITIONS OF USE ' - Continued Allowable ... Structural 2200 2200 2200 2200 1700 1700 140 365 23 23 Clear One Construction 2200 2200 2200 2200 1600 1700 140 365 ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength