Uniform Building Code |
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Page 163
... grout space . 2. All longitudinal vertical joints shall be grouted and shall be not less than 34 inch in thickness . In members of three or more tiers in thickness , interior bricks shall be embedded into the grout so that at least 3/4 ...
... grout space . 2. All longitudinal vertical joints shall be grouted and shall be not less than 34 inch in thickness . In members of three or more tiers in thickness , interior bricks shall be embedded into the grout so that at least 3/4 ...
Page 164
... grout barriers or dams shall be built of solid masonry across the grout space the entire height of the wall to control the flow of the grout horizontally . Grout barriers shall be not more than 30 feet apart . 6. Grout shall be a ...
... grout barriers or dams shall be built of solid masonry across the grout space the entire height of the wall to control the flow of the grout horizontally . Grout barriers shall be not more than 30 feet apart . 6. Grout shall be a ...
Page 165
... grout . Grout shall be poured in lifts of 8 feet maximum height . All grout shall be consolidated at time of pouring by puddling or vibrating and then recon- solidated by again puddling later , before plasticity is lost . When total grout ...
... grout . Grout shall be poured in lifts of 8 feet maximum height . All grout shall be consolidated at time of pouring by puddling or vibrating and then recon- solidated by again puddling later , before plasticity is lost . When total grout ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength