Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
From inside the book
Results 1-3 of 88
Page 136
... MASONRY TYPE S MORTAR TYPE N , AND N ( MASONRY ) Com- Shear or Com- Shear or pres- Tension in Tension in pres- Tension In MATERIAL sion ' Flexure2,3 Flexure4 sion ! Flexure2,3 Special Inspection Required No Yes No Yes No No Yes No Solid ...
... MASONRY TYPE S MORTAR TYPE N , AND N ( MASONRY ) Com- Shear or Com- Shear or pres- Tension in Tension in pres- Tension In MATERIAL sion ' Flexure2,3 Flexure4 sion ! Flexure2,3 Special Inspection Required No Yes No Yes No No Yes No Solid ...
Page 149
... Masonry . Design and construction of ele- ments of plain masonry shall be such that unit stresses do not exceed those set forth in tables in this Chapter for the various masonry units . ( k ) Partially Reinforced Masonry . Partially ...
... Masonry . Design and construction of ele- ments of plain masonry shall be such that unit stresses do not exceed those set forth in tables in this Chapter for the various masonry units . ( k ) Partially Reinforced Masonry . Partially ...
Page 434
... masonry chimney shall have walls of masonry units , bricks , stones , listed masonry units , reinforced concrete or equivalent solid thickness of hollow masonry and lined with suitable liners in accordance with the following ...
... masonry chimney shall have walls of masonry units , bricks , stones , listed masonry units , reinforced concrete or equivalent solid thickness of hollow masonry and lined with suitable liners in accordance with the following ...
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