Uniform Building Code |
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Page 158
... joints . Masonry headers shall not project into the grout space . 2. All longitudinal vertical joints shall be grouted and shall be not less than 4 inch in thickness . In members of three or more tiers in thickness , interior bricks ...
... joints . Masonry headers shall not project into the grout space . 2. All longitudinal vertical joints shall be grouted and shall be not less than 4 inch in thickness . In members of three or more tiers in thickness , interior bricks ...
Page 307
... Joints . Joints not indicated on the plans shall be so made and located as not to impair the strength of the structure . Where a joint is to be made , the surface of the concrete shall be thoroughly cleaned and all laitance and standing ...
... Joints . Joints not indicated on the plans shall be so made and located as not to impair the strength of the structure . Where a joint is to be made , the surface of the concrete shall be thoroughly cleaned and all laitance and standing ...
Page 439
... Joints . The minimum amount of laps on lap joints shall be five times the thickness of the thinner part joined and not less than 1 inch . Lap joints joining plates or bars subjected to axial stress shall be fillet welded along the edge ...
... Joints . The minimum amount of laps on lap joints shall be five times the thickness of the thinner part joined and not less than 1 inch . Lap joints joining plates or bars subjected to axial stress shall be fillet welded along the edge ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength