Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
From inside the book
Results 1-3 of 61
Page 2-241
... limited by the provisions of Section 5 . 2.2.b. Columns in seismic - resisting systems shall be designed in accordance with Section 6 . 2.2.c. Ordinary Moment Frames ( OMF ) shall be designed in accordance with the provisions of Section ...
... limited by the provisions of Section 5 . 2.2.b. Columns in seismic - resisting systems shall be designed in accordance with Section 6 . 2.2.c. Ordinary Moment Frames ( OMF ) shall be designed in accordance with the provisions of Section ...
Page 2-307
... Limited to span in inches ( mm ) divided by 360 . Strength Live load of 40 psf ( 1.92 kN / m2 ) plus dead load of 10 psf ( 0.48 kN / m2 ) determines the required bending design value . Modulus of Elasticity , E , in 1,000,000 psi ...
... Limited to span in inches ( mm ) divided by 360 . Strength Live load of 40 psf ( 1.92 kN / m2 ) plus dead load of 10 psf ( 0.48 kN / m2 ) determines the required bending design value . Modulus of Elasticity , E , in 1,000,000 psi ...
Page 2-341
... limited to the values shown for compression perpendicular to the grain in Table 23 - III - A . SR for lumber ribs shall be limited to the values shown for compression perpendicu- lar to the grain in Chapter 23 , Division III . 2323.5 ...
... limited to the values shown for compression perpendicular to the grain in Table 23 - III - A . SR for lumber ribs shall be limited to the values shown for compression perpendicu- lar to the grain in Chapter 23 , Division III . 2323.5 ...
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