California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-119
... tion for the gross concrete section . 1910.11.3 Unsupported length of compression members . 1910.11.3.1 The unsupported length of a compression member shall be taken as the clear distance between floor slabs , beams or other members ...
... tion for the gross concrete section . 1910.11.3 Unsupported length of compression members . 1910.11.3.1 The unsupported length of a compression member shall be taken as the clear distance between floor slabs , beams or other members ...
Page 2-184
... tion 1926A.7.7.1.2 . 1926A.7.7.3 Design shear stress v shall not exceed vc given by Formula ( 26A - 10 ) unless shear reinforcement is provided . For SI : · = ( 1 + 2/3 ) √5 Вс Vc い( 1+ ) √F V = 0.0831 + C Ᏸ ( 26A - 10 ) but ve ...
... tion 1926A.7.7.1.2 . 1926A.7.7.3 Design shear stress v shall not exceed vc given by Formula ( 26A - 10 ) unless shear reinforcement is provided . For SI : · = ( 1 + 2/3 ) √5 Вс Vc い( 1+ ) √F V = 0.0831 + C Ᏸ ( 26A - 10 ) but ve ...
Page 98
... tion 1004.3.4.3 and an " X " for SFM . Chapter 11A - Correct Sec- tion 1110A to read Sections 1110A - 1110A.2 . Chapter 15 - Correct reference to Sections 1507.7.1-1507.1.1.3 to read Section 1507.7.1 as adopted by DSA - SS , OSHPD 1 , 2 ...
... tion 1004.3.4.3 and an " X " for SFM . Chapter 11A - Correct Sec- tion 1110A to read Sections 1110A - 1110A.2 . Chapter 15 - Correct reference to Sections 1507.7.1-1507.1.1.3 to read Section 1507.7.1 as adopted by DSA - SS , OSHPD 1 , 2 ...
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