Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-168
... anchors in tension shall be the minimum of Pss or Pc where : Pss = 0.9 Ab fut and for an anchor group where the distance between anchors is less than twice their embedment length or for a single anchor or anchor group where the distance ...
... anchors in tension shall be the minimum of Pss or Pc where : Pss = 0.9 Ab fut and for an anchor group where the distance between anchors is less than twice their embedment length or for a single anchor or anchor group where the distance ...
Page 2-215
... anchor bolts , headed anchor bolts and bent bar anchor bolts shall be determined in accordance with this section . 2107.1.5.2 Tension . Allowable loads in tension shall be the lesser value selected from Tables 21 - E - 1 and 21 - E - 2 ...
... anchor bolts , headed anchor bolts and bent bar anchor bolts shall be determined in accordance with this section . 2107.1.5.2 Tension . Allowable loads in tension shall be the lesser value selected from Tables 21 - E - 1 and 21 - E - 2 ...
Page 2-219
... anchor bolts shall be determined from factored loads as specified in Section 2108.1.3 . 2108.1.5.2 Nominal anchor bolt strength . The nominal strength of anchor bolts times the strength - reduction factor shall equal or exceed the ...
... anchor bolts shall be determined from factored loads as specified in Section 2108.1.3 . 2108.1.5.2 Nominal anchor bolt strength . The nominal strength of anchor bolts times the strength - reduction factor shall equal or exceed the ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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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