Uniform Building Code |
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Page 204
... plywood shear values as specified elsewhere in this code . Plywood for horizontal diaphragms shall be as set forth in Table No. 25 - R for corresponding joist spacing and loads . Plywood in shear walls shall be at least 6 inch thick for ...
... plywood shear values as specified elsewhere in this code . Plywood for horizontal diaphragms shall be as set forth in Table No. 25 - R for corresponding joist spacing and loads . Plywood in shear walls shall be at least 6 inch thick for ...
Page 276
... PLYWOOD SHEAR WALLS WITH FRAMING OF DOUGLAS FIR - LARCH OR SOUTHERN PINE1 PLYWOOD GRADE MINIMUM MINIMUM NOMINAL NAIL PENE- NAIL SIZE PLYWOOD TRATION IN ( Common er THICKNESS FRAMING Galvanized ( Inches ) ( Inches ) Box ) PLYWOOD APPLIED ...
... PLYWOOD SHEAR WALLS WITH FRAMING OF DOUGLAS FIR - LARCH OR SOUTHERN PINE1 PLYWOOD GRADE MINIMUM MINIMUM NOMINAL NAIL PENE- NAIL SIZE PLYWOOD TRATION IN ( Common er THICKNESS FRAMING Galvanized ( Inches ) ( Inches ) Box ) PLYWOOD APPLIED ...
Page 600
... plywood . Plywood fences shall conform to the follow- ing requirements : 1. Plywood panels shall be bonded with an adhesive identical to those for exterior plywood . 2. Plywood 4 inch or 6 inch in thickness shall have studs spaced not ...
... plywood . Plywood fences shall conform to the follow- ing requirements : 1. Plywood panels shall be bonded with an adhesive identical to those for exterior plywood . 2. Plywood 4 inch or 6 inch in thickness shall have studs spaced not ...
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