Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 141
... unit masonry is that type Hollow of construction made with hollow masonry units in which the Unit Masonry units are all laid and set in mortar . All units shall be laid with full face shell mortar beds . All head and end joints shall be ...
... unit masonry is that type Hollow of construction made with hollow masonry units in which the Unit Masonry units are all laid and set in mortar . All units shall be laid with full face shell mortar beds . All head and end joints shall be ...
Page 163
... unit stresses as hereinafter Members specified . ( b ) Size Determination . Minimum sizes of lumber and glued ... Unit Stress on Plans . Where Allowable structures are designed for use of stress grade lumber , struc- Unit Stresses tural ...
... unit stresses as hereinafter Members specified . ( b ) Size Determination . Minimum sizes of lumber and glued ... Unit Stress on Plans . Where Allowable structures are designed for use of stress grade lumber , struc- Unit Stresses tural ...
Page 193
... unit stresses as Allowable set forth in Table No. 25 - A for visually graded lumber , and Unit adjustments thereof apply to lumber used under conditions Stresses continuously dry , such as in most covered structures . Under ( Continued ) ...
... unit stresses as Allowable set forth in Table No. 25 - A for visually graded lumber , and Unit adjustments thereof apply to lumber used under conditions Stresses continuously dry , such as in most covered structures . Under ( Continued ) ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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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