Uniform Building Code |
From inside the book
Results 1-3 of 52
Page 187
... BOLTS AND DOWELS - REINFORCED GYPSUM CONCRETE1 BOLT OR DOWEL SIZE ( Inches ) 3 % Bolt 1/2 Bolt 5 % Bolt 3 % Deformed Dowel 1/2 Deformed Dowel EMBEDMENT ( Inches ) SHEAR ' ( Pounds ) 4556 6 325 450 650 325 450 ' The bolts or dowels shall ...
... BOLTS AND DOWELS - REINFORCED GYPSUM CONCRETE1 BOLT OR DOWEL SIZE ( Inches ) 3 % Bolt 1/2 Bolt 5 % Bolt 3 % Deformed Dowel 1/2 Deformed Dowel EMBEDMENT ( Inches ) SHEAR ' ( Pounds ) 4556 6 325 450 650 325 450 ' The bolts or dowels shall ...
Page 419
... bolts ... For A325 bolts in bearing - type joints .... For A490 bolts in bearing - type joints . - F = 28.0 - 1.6f F = 38.0 - 1.6f F = = 20.0 27.0 28.0 1.6f 20.0 - - F , 50.0 1.6f40.0 ... F , 70.0 = 1.6f54.0 The shear stress f ...
... bolts ... For A325 bolts in bearing - type joints .... For A490 bolts in bearing - type joints . - F = 28.0 - 1.6f F = 38.0 - 1.6f F = = 20.0 27.0 28.0 1.6f 20.0 - - F , 50.0 1.6f40.0 ... F , 70.0 = 1.6f54.0 The shear stress f ...
Page 434
... Bolts in Combination with Welds . In new work , rivets , A307 bolts , or high strength bolts used in bearing - type connections , shall not be considered as sharing the stress in combination with welds . Welds , if used , shall be ...
... Bolts in Combination with Welds . In new work , rivets , A307 bolts , or high strength bolts used in bearing - type connections , shall not be considered as sharing the stress in combination with welds . Welds , if used , shall be ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 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 building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength