California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-174
... reinforcement . Shear reinforcement □ shall consist of the following : 1. Stirrups perpendicular to axis of member . 2. Welded wire fabric with wires located perpendicular to axis of member making an angle of 45 degrees or more with ...
... reinforcement . Shear reinforcement □ shall consist of the following : 1. Stirrups perpendicular to axis of member . 2. Welded wire fabric with wires located perpendicular to axis of member making an angle of 45 degrees or more with ...
Page 2-184
... Reinforcement . 1911A.5.1 Types of shear reinforcement . 1911A.5.1.1 Shear reinforcement consisting of the following shall be permitted : 1. Stirrups perpendicular to axis of member . 2. Welded wire fabric with wires located ...
... Reinforcement . 1911A.5.1 Types of shear reinforcement . 1911A.5.1.1 Shear reinforcement consisting of the following shall be permitted : 1. Stirrups perpendicular to axis of member . 2. Welded wire fabric with wires located ...
Page 2-184
... reinforcement spacing and placement must be met . 1911A.6.3.9 It shall be permitted to reduce the area of longitudi- nal torsion reinforcement in the flexural compression zone by an amount equal to M1 / ( 0.9dfvt ) , where M1 is the ...
... reinforcement spacing and placement must be met . 1911A.6.3.9 It shall be permitted to reduce the area of longitudi- nal torsion reinforcement in the flexural compression zone by an amount equal to M1 / ( 0.9dfvt ) , where M1 is the ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
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1998 CALIFORNIA BUILDING accordance with Section Adopt entire UBC agency allowable stress Allowable Stress Design anchor bolts anchorage ASTM axial load bars beam braced frames building official calculated CALIFORNIA BUILDING CODE chapter column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection deformed design strength determined diameter diaphragm distance DOSH earthquake edge effective elements exceed factored flange flexural members foot Formula greater grout horizontal joint lateral forces less live load load combinations materials maximum ment minimum mm² mortar Nonbuilding structures nonprestressed OSHPD percent permitted plate pounds per square ratio requirements of Section seismic forces Seismic Zones shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel stiffener structural Table tensile thickness tion torsion UBC Standard Uniform Building Code vertical welded width wire yield strength