Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 220
... grain 1350 1550 775 100 270 1050 1,100,000 No. 2 2 " to 4 " 1400 1600 800 80 425 1100 1,250,000 No. 2 , Open grain thick 1100 1250 625 80 270 825 1,000,000 No. 3 2 " to 4 " 800 900 475 80 425 675 1,100,000 No. 3 , Open grain wide 625 ...
... grain 1350 1550 775 100 270 1050 1,100,000 No. 2 2 " to 4 " 1400 1600 800 80 425 1100 1,250,000 No. 2 , Open grain thick 1100 1250 625 80 270 825 1,000,000 No. 3 2 " to 4 " 800 900 475 80 425 675 1,100,000 No. 3 , Open grain wide 625 ...
Page 264
... grain is as follows : L1 - C , 410 psi ; L2 - D , 450 psi . ' Values shown are for compression face . Allowable stress for compression perpendicular to the grain for the tension face is 450 psi . For members stressed principally in ...
... grain is as follows : L1 - C , 410 psi ; L2 - D , 450 psi . ' Values shown are for compression face . Allowable stress for compression perpendicular to the grain for the tension face is 450 psi . For members stressed principally in ...
Page 268
International Conference of Building Officials. EXTREME FIBER IN BENDING TENSION PARALLEL TO GRAIN Grain Slope Grain Slope Grain Slope LAMINATION4 4 to 14 800 1:16 500 1:16 970 1:15 A 0.1 15 or more 800 1:16 500 1:16 980 1:15 1,000,000 4 ...
International Conference of Building Officials. EXTREME FIBER IN BENDING TENSION PARALLEL TO GRAIN Grain Slope Grain Slope Grain Slope LAMINATION4 4 to 14 800 1:16 500 1:16 970 1:15 A 0.1 15 or more 800 1:16 500 1:16 980 1:15 1,000,000 4 ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength