Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
From inside the book
Results 1-3 of 89
Page 146
... square inches of net cross section . b C d = breadth of beam or of cross section in inches . compression parallel to grain , allowable unit stress in pounds per square inch ... square inch . = = depth of section , in inches . horizontal shear ...
... square inches of net cross section . b C d = breadth of beam or of cross section in inches . compression parallel to grain , allowable unit stress in pounds per square inch ... square inch . = = depth of section , in inches . horizontal shear ...
Page 228
... square inch for intermediate- grade steel and 20,000 pounds per square inch for rail or hard - grade steel . ' = ratio of the effective cross - sectional area of vertical reinforcement to the gross area , A ,. 2. Vertical reinforcement ...
... square inch for intermediate- grade steel and 20,000 pounds per square inch for rail or hard - grade steel . ' = ratio of the effective cross - sectional area of vertical reinforcement to the gross area , A ,. 2. Vertical reinforcement ...
Page 291
... inch ( 1 " ) center - to - center . For piles having a diameter of twenty - four inches ( 24 " ) or less , wire ... square inch for piles up to thirty feet ( 30 ' ) in length , 550 pounds per square inch for piles up to fifty feet ( 50 ...
... inch ( 1 " ) center - to - center . For piles having a diameter of twenty - four inches ( 24 " ) or less , wire ... square inch for piles up to thirty feet ( 30 ' ) in length , 550 pounds per square inch for piles up to fifty feet ( 50 ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
87 other sections not shown
Other editions - View all
Common terms and phrases
allowable unit stresses appliances approved bars beam bending bolts Building Official building or structure ceiling cent chimney clearance Code column combustible compression compression members connectors Continued dead load designed diameter doors Douglas Fir dry standpipes ducts enclosures exceed exit exterior walls fiber fire assembly Fire Zone fire-resistive construction fire-resistive rating firestopped flange foot frame furnaces gauge girders grade Group grout gypsum height horizontal incombustible installed joints joists Laminations lath less live load located lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails occupant load one-hour fire-resistive openings partitions permitted plaster plate plywood portland cement pounds per square protected reinforced concrete resist roof shear sheathing slab space span specified in Section square feet square inch stairway standpipes steel studs surface Table thickness tion twelve inches 12 TYPES OF CONSTRUCTION U.B.C. Standard vent Ventilation vertical welds width wire wood Wood shingles