Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
From inside the book
Results 1-3 of 85
Page 2-10
... story above . See Table 16 - L . SPACE FRAME is a three - dimensional structural system , without bearing walls ... STORY is the space between levels . Story x is the story below Level x . STORY DRIFT is the lateral displacement of one ...
... story above . See Table 16 - L . SPACE FRAME is a three - dimensional structural system , without bearing walls ... STORY is the space between levels . Story x is the story below Level x . STORY DRIFT is the lateral displacement of one ...
Page 2-31
... story A soft story is one in which the lateral stiffness is less than 70 percent of that in the story above or less than 80 percent of the average stiffness of the three stories above . 2. Weight ( mass ) irregularity Mass irregularity ...
... story A soft story is one in which the lateral stiffness is less than 70 percent of that in the story above or less than 80 percent of the average stiffness of the three stories above . 2. Weight ( mass ) irregularity Mass irregularity ...
Page 2-305
... story , top of two or three story X 2X X 3X 4 5 X X 6X 7 X X ∞ X 8 X BRACED PANEL LOCATION AND LENGTH4 Each end and not more than 25 feet ( 7620 mm ) on center First story of two story or second story of three X X X X X X X X story ...
... story , top of two or three story X 2X X 3X 4 5 X X 6X 7 X X ∞ X 8 X BRACED PANEL LOCATION AND LENGTH4 Each end and not more than 25 feet ( 7620 mm ) on center First story of two story or second story of three X X X X X X X X story ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
13 other sections not shown
Other editions - View all
Common terms and phrases
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