Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
From inside the book
Results 1-3 of 56
Page 2-251
... Bracing Connections 9.3.a. Forces : The required strength of bracing joints ( in- cluding beam - to - column joints if part of the bracing system ) shall be the least of the following : 1. The design axial tension strength of the ...
... Bracing Connections 9.3.a. Forces : The required strength of bracing joints ( in- cluding beam - to - column joints if part of the bracing system ) shall be the least of the following : 1. The design axial tension strength of the ...
Page 2-258
... bracing acting alone has the strength , neglecting the stress - reduction factor B , to resist times the design seismic force such distribution is not required . A line of bracing is defined , for the purpose of this provision , as a ...
... bracing acting alone has the strength , neglecting the stress - reduction factor B , to resist times the design seismic force such distribution is not required . A line of bracing is defined , for the purpose of this provision , as a ...
Page 2-259
... bracing acting alone has the strength to resist 2 times the design seismic force , such distribution is not required . A line of bracing is defined , for the purposes of this provision , as a single line or parallel lines within 10 ...
... bracing acting alone has the strength to resist 2 times the design seismic force , such distribution is not required . A line of bracing is defined , for the purposes of this provision , as a single line or parallel lines within 10 ...
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 | |
14 other sections not shown
Other editions - View all
Common terms and phrases
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