Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 142
Bond and Anchorage Sec . 2618 . ( a ) Computation of Bond Stress in Beams . In
flexural members in which the tensile reinforcement is parallel to the
compression face , the bond stress at any cross section shall be computed by
formula ( 9 ) .
Bond and Anchorage Sec . 2618 . ( a ) Computation of Bond Stress in Beams . In
flexural members in which the tensile reinforcement is parallel to the
compression face , the bond stress at any cross section shall be computed by
formula ( 9 ) .
Page 159
For a round or octagonal concrete column or pedestal , the face of the column
shall be taken as the side of a square of an area equal to the area enclosed
within the perimeter of the column or pedestal . ( d ) Shearing and Bond Stresses
.
For a round or octagonal concrete column or pedestal , the face of the column
shall be taken as the side of a square of an area equal to the area enclosed
within the perimeter of the column or pedestal . ( d ) Shearing and Bond Stresses
.
Page 235
43 - B ( Continued ) 4 + 8 4 2t 842 12 * * 47 5 + 12 2 * 5 * or 6 6 * 5 * 1 / 4 - in .
face | Unplastered Shells Plastered one side Aggregate Expanded Slag , 1 % - in
. face Unplastered Burned Clay or Shells Plastered each side Shale , Cinders
274 ...
43 - B ( Continued ) 4 + 8 4 2t 842 12 * * 47 5 + 12 2 * 5 * or 6 6 * 5 * 1 / 4 - in .
face | Unplastered Shells Plastered one side Aggregate Expanded Slag , 1 % - in
. face Unplastered Burned Clay or Shells Plastered each side Shale , Cinders
274 ...
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Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
21 other sections not shown
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Common terms and phrases
adjacent allowable applied approved bars beams bearing bending bolts Building Official building or structure carry ceiling cement cent Chapter Class coat Code column compression concrete conform connections construction covering Definition designed diameter direction distance doors edge enclosures exceed exit extend exterior walls face feet fire fire-resistive construction floor foot foundation four frame grade Group gypsum height horizontal inches installed interior joints joists lath least length less load located masonry materials metal occupancy one-half openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforcement resistance rivets roof Separation shear side slab solid space span Special specified specified in Section square inch Standard steel story strength stress strip structural surface Table tests thickness tion Type unit values vent Ventilation vertical walls width wire wood
Bibliographic information
| Title | Uniform Building Code |
| Authors | International Conference of Building Officials, Pacific Coast Building Officials Conference |
| Publisher | Pacific Coast Building Officials Conference, 1946 |
| Original from | the University of Michigan |
| Digitized | 22 Jun 2007 |
| Export Citation | BiBTeX EndNote RefMan |