Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
From inside the book
Results 1-3 of 69
Page 246
... diameter , and four for spirals more than thirty inches ( 30 " ) in diameter . When spiral rods are five - eighths inch ( % " ) or larger , three spacers shall be used for spirals twenty - four inches ( 24 " ) or less in diameter and ...
... diameter , and four for spirals more than thirty inches ( 30 " ) in diameter . When spiral rods are five - eighths inch ( % " ) or larger , three spacers shall be used for spirals twenty - four inches ( 24 " ) or less in diameter and ...
Page 365
... diameter multiplied by the length in bearing , except that for countersunk rivets and bolts half the depth of the countersink shall be deducted . ( c ) Long Grips . Rivets and A307 bolts which carry calcu- lated stress , and the grip of ...
... diameter multiplied by the length in bearing , except that for countersunk rivets and bolts half the depth of the countersink shall be deducted . ( c ) Long Grips . Rivets and A307 bolts which carry calcu- lated stress , and the grip of ...
Page 457
... diameter = .046 " ) in hori- zontal joints ; tile fill1 4 Steel Columns and All 9 2 " Hollow clay tile ; 34 " mortar between tile and column ; % " metal mesh ( .046 " wire diameter ) in horizontal joints ; Grade A 3 concrete fill1 ...
... diameter = .046 " ) in hori- zontal joints ; tile fill1 4 Steel Columns and All 9 2 " Hollow clay tile ; 34 " mortar between tile and column ; % " metal mesh ( .046 " wire diameter ) in horizontal joints ; Grade A 3 concrete fill1 ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
124 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength