Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
From inside the book
Results 1-3 of 45
Page 2-21
... Diaphragms supporting concrete or masonry walls shall have continuous ties or struts between diaphragm chords to dis- tribute the anchorage forces specified in Section 1633.2.8 . Added chords of subdiaphragms may be used to form ...
... Diaphragms supporting concrete or masonry walls shall have continuous ties or struts between diaphragm chords to dis- tribute the anchorage forces specified in Section 1633.2.8 . Added chords of subdiaphragms may be used to form ...
Page 2-273
... DIAPHRAGM is a diaphragm in which all sheathing edges not occurring on framing members are supported on and connected to blocking . BRACED WALL LINE is a series of braced wall panels in a single story that meets the requirements of ...
... DIAPHRAGM is a diaphragm in which all sheathing edges not occurring on framing members are supported on and connected to blocking . BRACED WALL LINE is a series of braced wall panels in a single story that meets the requirements of ...
Page 2-279
... diaphragms and lumber and wood structural panel horizontal and vertical diaphragms may be used to resist horizontal forces in horizontal and vertical dis- tributing or resisting elements , provided the deflection in the plane of the ...
... diaphragms and lumber and wood structural panel horizontal and vertical diaphragms may be used to resist horizontal forces in horizontal and vertical dis- tributing or resisting elements , provided the deflection in the plane of the ...
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