Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 186
... BOLTS AND DOWELS - REINFORCED GYPSUM CONCRETE1 BOLT OR DOWEL SIZE ( Inches ) 3 % Bolt 1/2 Bolt 5 % Bolt % Deformed Dowel EMBEDMENT ( Inches ) SHEAR 2 ( Pounds ) 45566 325 450 650 325 450 12 Deformed Dowel ' The bolts or dowels shall be ...
... BOLTS AND DOWELS - REINFORCED GYPSUM CONCRETE1 BOLT OR DOWEL SIZE ( Inches ) 3 % Bolt 1/2 Bolt 5 % Bolt % Deformed Dowel EMBEDMENT ( Inches ) SHEAR 2 ( Pounds ) 45566 325 450 650 325 450 12 Deformed Dowel ' The bolts or dowels shall be ...
Page 482
... Bolts Sec . 2713. ( a ) Rivets and High - strength Bolts . Structural rivet steel shall conform to the provisions of U.B.C. Standard No. 27-5 . High - strength bolts shall conform to the provisions of U.B.C. Standard No. 27-7 . ( b ) ...
... Bolts Sec . 2713. ( a ) Rivets and High - strength Bolts . Structural rivet steel shall conform to the provisions of U.B.C. Standard No. 27-5 . High - strength bolts shall conform to the provisions of U.B.C. Standard No. 27-7 . ( b ) ...
Page 494
... BOLTS SHEAR ( F ) FRICTION - TYPE CONNECTIONS5 7 BEARING Standard Oversize and Long - slotted DESCRIPTION OF ... bolts 20.01 4. Threaded parts meeting the requirements of Sec- tion 2701 and A449 bolts 17.5 22.0 10.02 when threads are not ...
... BOLTS SHEAR ( F ) FRICTION - TYPE CONNECTIONS5 7 BEARING Standard Oversize and Long - slotted DESCRIPTION OF ... bolts 20.01 4. Threaded parts meeting the requirements of Sec- tion 2701 and A449 bolts 17.5 22.0 10.02 when threads are not ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength