Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-243
... beam by the braces . This load effect shall be permitted to be calculated using a minimum P 、 for the brace in tension and a maximum 0.3 Pn for the brace in compression . 4. The top and bottom flanges of the beam at the point of inter ...
... beam by the braces . This load effect shall be permitted to be calculated using a minimum P 、 for the brace in tension and a maximum 0.3 Pn for the brace in compression . 4. The top and bottom flanges of the beam at the point of inter ...
Page 2-260
... beam web . The web of the link beam shall be single thickness without doubler plate reinforcement . No open- ings shall be placed in the web of a link beam . The web shear shall not exceed 0.8V , under prescribed lateral forces . 2213.10.6 ...
... beam web . The web of the link beam shall be single thickness without doubler plate reinforcement . No open- ings shall be placed in the web of a link beam . The web shear shall not exceed 0.8V , under prescribed lateral forces . 2213.10.6 ...
Page 2-292
... beam . p = ratio of depth of compression flange to full depth of beam . զ = ratio of thickness of web or webs to full width of beam . 10. Sec . 2.3.10 . Add a paragraph at end of section as follows : In joists supported on a ribbon or ...
... beam . p = ratio of depth of compression flange to full depth of beam . զ = ratio of thickness of web or webs to full width of beam . 10. Sec . 2.3.10 . Add a paragraph at end of section as follows : In joists supported on a ribbon or ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength