Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 185
... panel edge , not more than twelve inches ( 12 " ) apart along intermediate sup- ports and six inches ( 6 " ) along panel edge - bearings , and shall be firmly driven into the framing members . No un- blocked panels less than twelve ...
... panel edge , not more than twelve inches ( 12 " ) apart along intermediate sup- ports and six inches ( 6 " ) along panel edge - bearings , and shall be firmly driven into the framing members . No un- blocked panels less than twelve ...
Page 186
... PANEL EDGES Load Perpendicular to Unblocked Edges and Continuous Panel Joints All Other Panel Arrangements 3 " 3 or More 105 157 178 94 70 3 or More 150 225 254 133 100 180 270 308 160 120 3 or More " These values may be increased one ...
... PANEL EDGES Load Perpendicular to Unblocked Edges and Continuous Panel Joints All Other Panel Arrangements 3 " 3 or More 105 157 178 94 70 3 or More 150 225 254 133 100 180 270 308 160 120 3 or More " These values may be increased one ...
Page 236
... panel , except that this ratio may be increased to a maximum of 36 provided the unit shear stress does not exceed that given in the equation : .45f'c ט ( L / t ) 2 1+ 40 Footings WHERE : L = t Clear distance between supporting or ...
... panel , except that this ratio may be increased to a maximum of 36 provided the unit shear stress does not exceed that given in the equation : .45f'c ט ( L / t ) 2 1+ 40 Footings WHERE : L = t Clear distance between supporting or ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
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Common terms and phrases
allowable unit stresses appliances approved bars beam bending bolts Building Official building or structure ceiling cent chimney clearance Code column combustible compression compression members connectors Continued dead load designed diameter doors Douglas Fir dry standpipes ducts enclosures exceed exit exterior walls fiber fire assembly Fire Zone fire-resistive construction fire-resistive rating firestopped flange foot frame furnaces gauge girders grade Group grout gypsum height horizontal incombustible installed joints joists Laminations lath less live load located lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails occupant load one-hour fire-resistive openings partitions permitted plaster plate plywood portland cement pounds per square protected reinforced concrete resist roof shear sheathing slab space span specified in Section square feet square inch stairway standpipes steel studs surface Table thickness tion twelve inches 12 TYPES OF CONSTRUCTION U.B.C. Standard vent Ventilation vertical welds width wire wood Wood shingles