Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
From inside the book
Results 1-3 of 79
Page 2-139
... Edge All Edge Unrestrained Supports Beam With Edge Beam Exterior Edge Fully Restrained Interior negative factored moment 0.75 0.70 0.70 0.70 0.65 Positive factored moment 0.63 0.57 0.52 0.50 0.35 Exterior negative factored moment 0 0.16 ...
... Edge All Edge Unrestrained Supports Beam With Edge Beam Exterior Edge Fully Restrained Interior negative factored moment 0.75 0.70 0.70 0.70 0.65 Positive factored moment 0.63 0.57 0.52 0.50 0.35 Exterior negative factored moment 0 0.16 ...
Page 2-168
... edge of the anchor toward the surface from which the anchor protrudes . The effective area is the projection of the cone on this surface . For an anchor which is perpendicular to the surface from which it pro- trudes , the effective ...
... edge of the anchor toward the surface from which the anchor protrudes . The effective area is the projection of the cone on this surface . For an anchor which is perpendicular to the surface from which it pro- trudes , the effective ...
Page 2-181
... edge beams With edge beams2 Interior panels In In 1 ,, Without edge beams 1 , With edge beams2 Interior panels 40,000 33 36 36 36 In 40 In 40 In In In In In In 60,000 30 33 33 33 36 36 In In In 75,000 28 31 31 177 In In 31 34 34 * For ...
... edge beams With edge beams2 Interior panels In In 1 ,, Without edge beams 1 , With edge beams2 Interior panels 40,000 33 36 36 36 In 40 In 40 In In In In In In 60,000 30 33 33 33 36 36 In In In 75,000 28 31 31 177 In In 31 34 34 * For ...
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