Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-20
... resisting elements shall resist the forces determined in accordance with Formula ( 33-1 ) . In addition , collector elements , splices , and their connections to resisting elements shall have the design strength to resist the combined ...
... resisting elements shall resist the forces determined in accordance with Formula ( 33-1 ) . In addition , collector elements , splices , and their connections to resisting elements shall have the design strength to resist the combined ...
Page 2-139
... resist the larger of the two interior negative factored moments deter- mined for spans framing into a common support unless an analysis is made to distribute the unbalanced moment in accordance with stiffness of adjoining elements ...
... resist the larger of the two interior negative factored moments deter- mined for spans framing into a common support unless an analysis is made to distribute the unbalanced moment in accordance with stiffness of adjoining elements ...
Page 2-342
... resisted by properly designed tie rods , struts or abutments . Where tie rods are used to resist thrust , such rods or other effec- tive means of resisting thrust shall be placed in all bays . Where abutments are used at the outer edges ...
... resisted by properly designed tie rods , struts or abutments . Where tie rods are used to resist thrust , such rods or other effec- tive means of resisting thrust shall be placed in all bays . Where abutments are used at the outer edges ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/m² lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section 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 story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength