Uniform Building Code |
From inside the book
Results 1-3 of 66
Page 228
... wide 175 200 100 Select Structural No. 2 thick 825 950 450 65 No. 3 and Stud 5 " and 475 550 250 Appearance wider 1000 1150 675 65 Select Structural Posts and 975 650 No. 1 Timbers 800 525 aaaaaaa aaa 65 220 400 1,000,000 220 700 ...
... wide 175 200 100 Select Structural No. 2 thick 825 950 450 65 No. 3 and Stud 5 " and 475 550 250 Appearance wider 1000 1150 675 65 Select Structural Posts and 975 650 No. 1 Timbers 800 525 aaaaaaa aaa 65 220 400 1,000,000 220 700 ...
Page 255
... wide face 34 x wide face 1 x wide face 11⁄2 x wide face or more 2.00 1.67 1.50 1.33 1.00 2.00 1.67 1.33 1.00 WHEN LENGTH OF SPLIT ON WIDE FACE IS : MULTIPLY TABULATED " F " VALUE BY : ( 3 - INCH AND THICKER LUMBER ) No split 2 x narrow ...
... wide face 34 x wide face 1 x wide face 11⁄2 x wide face or more 2.00 1.67 1.50 1.33 1.00 2.00 1.67 1.33 1.00 WHEN LENGTH OF SPLIT ON WIDE FACE IS : MULTIPLY TABULATED " F " VALUE BY : ( 3 - INCH AND THICKER LUMBER ) No split 2 x narrow ...
Page 264
... wide face of the laminations . ' Allowable stresses shown for extreme fiber in bending and horizontal shear when loaded parallel to wide face of lamination and for compression perpen- dicular to grain are applicable to members ...
... wide face of the laminations . ' Allowable stresses shown for extreme fiber in bending and horizontal shear when loaded parallel to wide face of lamination and for compression perpen- dicular to grain are applicable to members ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
86 other sections not shown
Other editions - View all
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