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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
... Grain Slope Module LAMINATION4 Grain Slope Module Steepest Grain Slope Stress Module ' The allowable unit stresses in bending obtained from Table No. 25 - D apply when the wide faces of the lamination are normal to the direction of the ...
... Grain Slope Module LAMINATION4 Grain Slope Module Steepest Grain Slope Stress Module ' The allowable unit stresses in bending obtained from Table No. 25 - D apply when the wide faces of the lamination are normal to the direction of the ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength