California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 90
Page 2-184
... Compressive Strength of Hydraulic Cement Mortars 5. ASTM C 567 , Unit Weight of Structural Lightweight Con- crete 1903A.10 Welding . The welding of reinforcing steel , metal in- serts and connections in reinforced concrete construction ...
... Compressive Strength of Hydraulic Cement Mortars 5. ASTM C 567 , Unit Weight of Structural Lightweight Con- crete 1903A.10 Welding . The welding of reinforcing steel , metal in- serts and connections in reinforced concrete construction ...
Page
... COMPRESSIVE STRENGTH OF MASONRY UNITS COMPRESSIVE STRENGTH OF CLAY MASONRY UNITS1 , 2 ( psi ) SPECIFIED COMPRESSIVE STRENGTH OF MASONRY , I'm Type M or S Mortar3 ( psi ) Type N Mortar3 ( psi ) 14,000 or more 12,000 10,000 8,000 6.000 ...
... COMPRESSIVE STRENGTH OF MASONRY UNITS COMPRESSIVE STRENGTH OF CLAY MASONRY UNITS1 , 2 ( psi ) SPECIFIED COMPRESSIVE STRENGTH OF MASONRY , I'm Type M or S Mortar3 ( psi ) Type N Mortar3 ( psi ) 14,000 or more 12,000 10,000 8,000 6.000 ...
Page 2-29
... COMPRESSIVE STRENGTH OF MASONRY UNITS COMPRESSIVE STRENGTH OF CLAY MASONRY UNITS1.2 ( psi ) 14,000 or more 12,000 10,000 8,000 6,000 4,000 COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS2 , 4 ( psi ) 4,800 or more 3,750 2,800 1,900 1,250 ...
... COMPRESSIVE STRENGTH OF MASONRY UNITS COMPRESSIVE STRENGTH OF CLAY MASONRY UNITS1.2 ( psi ) 14,000 or more 12,000 10,000 8,000 6,000 4,000 COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS2 , 4 ( psi ) 4,800 or more 3,750 2,800 1,900 1,250 ...
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 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