Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-147
... prestressing tendons , pounds per square inch ( MPa ) . specified yield strength of prestressing tendons , pounds per square inch ( MPa ) . modulus of rupture of concrete , pounds per square inch ( MPa ) . = effective stress in prestressed ...
... prestressing tendons , pounds per square inch ( MPa ) . specified yield strength of prestressing tendons , pounds per square inch ( MPa ) . modulus of rupture of concrete , pounds per square inch ( MPa ) . = effective stress in prestressed ...
Page 2-148
... prestressing tendons are in contact and of buckling in thin webs and flanges shall be considered . 1918.2.6 In computing section properties prior to bonding of pre- stressing tendons , effect of loss of area due to open ducts shall be ...
... prestressing tendons are in contact and of buckling in thin webs and flanges shall be considered . 1918.2.6 In computing section properties prior to bonding of pre- stressing tendons , effect of loss of area due to open ducts shall be ...
Page 2-150
... Prestressed concrete members subject to combined flexure and axial load , with or without nonprestressed reinforce- ment , shall be proportioned by the strength design methods of this chapter for members without prestressing . Effects ...
... Prestressed concrete members subject to combined flexure and axial load , with or without nonprestressed reinforce- ment , shall be proportioned by the strength design methods of this chapter for members without prestressing . Effects ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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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