Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 233
International Conference of Building Officials. EFFECTIVE LENGTH OF BEAMS TYPE OF BEAM SPAN AND NATURE OF LOAD VALUE OF EFFECTIVE LENGTH , le Single - span beam , load concentrated at center Single - span beam , uniformly distributed ...
International Conference of Building Officials. EFFECTIVE LENGTH OF BEAMS TYPE OF BEAM SPAN AND NATURE OF LOAD VALUE OF EFFECTIVE LENGTH , le Single - span beam , load concentrated at center Single - span beam , uniformly distributed ...
Page 236
... beam having the same cross - sectional area . If a circular beam is tapered , it shall be considered a beam of variable cross section . 2. Notching . If possible , notching of beams should be avoided . Notches in sawn lumber bending ...
... beam having the same cross - sectional area . If a circular beam is tapered , it shall be considered a beam of variable cross section . 2. Notching . If possible , notching of beams should be avoided . Notches in sawn lumber bending ...
Page 572
... beam is connected to the column web , the beam flanges shall have full - penetration welds to the connection plates and the web connection shall be welded to develop the link beam web shear strength . 12. Brace strength . Each brace ...
... beam is connected to the column web , the beam flanges shall have full - penetration welds to the connection plates and the web connection shall be welded to develop the link beam web shear strength . 12. Brace strength . Each brace ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength