Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-128
... taken greater than 6fbd ( For SI : 0.5 fb , d ) . My is factored moment occurring simultaneously with V at the ... taken equal to 0.85 . 1911.9.3.2 Design of shear - friction reinforcement Af to resist shear V shall be in accordance with ...
... taken greater than 6fbd ( For SI : 0.5 fb , d ) . My is factored moment occurring simultaneously with V at the ... taken equal to 0.85 . 1911.9.3.2 Design of shear - friction reinforcement Af to resist shear V shall be in accordance with ...
Page 2-130
... taken greater than 5,000 psi ( 34.47 MPa ) , and 3. fpc in each direction shall not be less than 125 psi ( 0.86 MPa ) , or be taken greater than 500 psi ( 3.45 MPa ) . 1911.12.3 Shear reinforcement consisting of bars or wires shall be ...
... taken greater than 5,000 psi ( 34.47 MPa ) , and 3. fpc in each direction shall not be less than 125 psi ( 0.86 MPa ) , or be taken greater than 500 psi ( 3.45 MPa ) . 1911.12.3 Shear reinforcement consisting of bars or wires shall be ...
Page 2-173
... taken as computed moment capacity assuming all positive moment tension reinforcement at the section to be stressed to the permissible tensile stress fs , and Vu shall be taken as unfactored shear force at the section . 1926.5 Flexure ...
... taken as computed moment capacity assuming all positive moment tension reinforcement at the section to be stressed to the permissible tensile stress fs , and Vu shall be taken as unfactored shear force at the section . 1926.5 Flexure ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist 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 studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength