California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 77
Page
... maximum EXCEPTION : For a distance of 1/16 the clear span beyond the point of inflection , the maximum stress shall be 20 psi ( 140 kPa ) . Where shear reinforcement designed to take entire shear force is provided , the allowable shear ...
... maximum EXCEPTION : For a distance of 1/16 the clear span beyond the point of inflection , the maximum stress shall be 20 psi ( 140 kPa ) . Where shear reinforcement designed to take entire shear force is provided , the allowable shear ...
Page
... maximum F = 0.083 f'm , 345 kPa maximum EXCEPTION : For a distance of 1 / 16th the clear span beyond the point of inflection , the maximum stress shall be 20 psi ( 138 kPa ) . 2107.3.7 Allowable shear stress in shear walls . The ...
... maximum F = 0.083 f'm , 345 kPa maximum EXCEPTION : For a distance of 1 / 16th the clear span beyond the point of inflection , the maximum stress shall be 20 psi ( 138 kPa ) . 2107.3.7 Allowable shear stress in shear walls . The ...
Page 2-16
... maximum 2107A.2.7 Combined compressive stresses , unity formula . Elements subjected to combined axial and flexural ... maximum ( 7A - 17 ) 1.1 Deformed bars , F1 = 0.5 fy , 24,000 psi ( 165 MPa ) maximum 1.2 Wire reinforcement , ( 7A ...
... maximum 2107A.2.7 Combined compressive stresses , unity formula . Elements subjected to combined axial and flexural ... maximum ( 7A - 17 ) 1.1 Deformed bars , F1 = 0.5 fy , 24,000 psi ( 165 MPa ) maximum 1.2 Wire reinforcement , ( 7A ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
6 other sections not shown
Other editions - View all
Common terms and phrases
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 mm˛ 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