Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-148
... Tendons . 1918.5.1 Tensile stress in prestressing tendons shall not exceed the following : 1. Due to tendon jacking force 0.94fpy but not greater than the lesser of 0.80 fpu and the maximum value recommended by manufacturer of ...
... Tendons . 1918.5.1 Tensile stress in prestressing tendons shall not exceed the following : 1. Due to tendon jacking force 0.94fpy but not greater than the lesser of 0.80 fpu and the maximum value recommended by manufacturer of ...
Page 2-149
... tendons , fps shall be substituted for fy in strength compu- tations . 1918.7.2 As an alternative to a more accurate determination of fps based on strain compatibility , the following approximate values of fps shall be used if fse is ...
... tendons , fps shall be substituted for fy in strength compu- tations . 1918.7.2 As an alternative to a more accurate determination of fps based on strain compatibility , the following approximate values of fps shall be used if fse is ...
Page 2-151
... Tendons . 1918.14.1 Unbonded tendons shall be completely coated with suitable material to ensure corrosion protection . 1918.14.2 Tendon cover shall be continuous over entire length to be unbonded , and shall prevent intrusion of cement ...
... Tendons . 1918.14.1 Unbonded tendons shall be completely coated with suitable material to ensure corrosion protection . 1918.14.2 Tendon cover shall be continuous over entire length to be unbonded , and shall prevent intrusion of cement ...
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