Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 192
... girders , or shall be supported by ledgers or blocks securely fastened to the sides of the girders , or they may be supported by approved metal hangers into which the ends of the beams shall be closely fitted . In heavy timber roof ...
... girders , or shall be supported by ledgers or blocks securely fastened to the sides of the girders , or they may be supported by approved metal hangers into which the ends of the beams shall be closely fitted . In heavy timber roof ...
Page 259
... girders and beams shall be complete penetration groove welds and shall develop the full strength of the smaller spliced section . Other types of splices in cross sections of plate girders and in beams , shall develop the strength ...
... girders and beams shall be complete penetration groove welds and shall develop the full strength of the smaller spliced section . Other types of splices in cross sections of plate girders and in beams , shall develop the strength ...
Page 260
... girders shall be so proportioned that the compressive stress at the web toe of the fillets , resulting from concentrated loads not supported by bearing stiffeners , does not exceed the value specified in Section 2702 ( b ) . 3. The ...
... girders shall be so proportioned that the compressive stress at the web toe of the fillets , resulting from concentrated loads not supported by bearing stiffeners , does not exceed the value specified in Section 2702 ( b ) . 3. The ...
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