Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 270
... Single p 370 650 1000 1350 1650 1920 Shear q 330 430 490 540 600 650 Double p 670 960 1210 1460 1700 1940 Single p 650 1020 1470 1990 2590 Shear q 480 710 890 990 1080 22 Double p 730 1290 1870 2370 2810 3230 Shear q 620 720 810 900 990 ...
... Single p 370 650 1000 1350 1650 1920 Shear q 330 430 490 540 600 650 Double p 670 960 1210 1460 1700 1940 Single p 650 1020 1470 1990 2590 Shear q 480 710 890 990 1080 22 Double p 730 1290 1870 2370 2810 3230 Shear q 620 720 810 900 990 ...
Page 271
... Single p 4080 5870 1980 2940 Shear q 712 Double p 2040 2930 3990 5210 6610 8150 11650 Shear q 1260 1820 2430 3030 3500 38C0 4370 Single p 5870 2650 Shear q 912 Double p 2930 4000 5210 6600 8150 11750 Shear q 1640 2270 2960 3710 4450 5530 ...
... Single p 4080 5870 1980 2940 Shear q 712 Double p 2040 2930 3990 5210 6610 8150 11650 Shear q 1260 1820 2430 3030 3500 38C0 4370 Single p 5870 2650 Shear q 912 Double p 2930 4000 5210 6600 8150 11750 Shear q 1640 2270 2960 3710 4450 5530 ...
Page 423
... single angle stiffeners . = 2.4 for single plate stiffeners . When the greatest shear stress ƒ , in a panel is less than that permitted by Formula ( 7-2 ) , this gross area requirement may be reduced in like propor- tion . Intermediate ...
... single angle stiffeners . = 2.4 for single plate stiffeners . When the greatest shear stress ƒ , in a panel is less than that permitted by Formula ( 7-2 ) , this gross area requirement may be reduced in like propor- tion . Intermediate ...
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