California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 65
Page 2-184
... Plate 0.500-1.000 35 16 16 -H112 Plate 1.001-2.000 35 14 15 8765 -H112 Plate 2.001-3.000 34 14 15 -H32 Sheet and plate All 40 28 26 -H34 Drawn tube All 44 34 32 5154 - H38 Sheet 0.006-0.128 45 35 33 5454 - H111 Extrusions up to 0.500 ...
... Plate 0.500-1.000 35 16 16 -H112 Plate 1.001-2.000 35 14 15 8765 -H112 Plate 2.001-3.000 34 14 15 -H32 Sheet and plate All 40 28 26 -H34 Drawn tube All 44 34 32 5154 - H38 Sheet 0.006-0.128 45 35 33 5454 - H111 Extrusions up to 0.500 ...
Page 2-184
... plate 0.188-1.500 40 -H321 Plate 1.501-3.000 39 -H323 , -H343 Sheet 40 27282 13 21 20 24 24 23 23 24 24 5086 - H111 Extrusions 35 18 -H112 Plate 0.250-0.499 35 17 -H112 Plate 0.500-1.000 35 16 -H112 Plate 1.001-2.000 35 14 -H32 , -H34 Sheet ...
... plate 0.188-1.500 40 -H321 Plate 1.501-3.000 39 -H323 , -H343 Sheet 40 27282 13 21 20 24 24 23 23 24 24 5086 - H111 Extrusions 35 18 -H112 Plate 0.250-0.499 35 17 -H112 Plate 0.500-1.000 35 16 -H112 Plate 1.001-2.000 35 14 -H32 , -H34 Sheet ...
Page 2-184
... plate 0.188-1.500 40 24 -H321 -H323 , -H343 5086 - H111 Plate 1.501-3.000 39 23 Sheet 40 24 Extrusions -H112 Plate 0.250-0.499 -H112 Plate 0.500-1.000 -H112 Plate 1.001-2.000 -H32 , -H34 Sheet and plate 5086 - H111 Extrusions -H112 Plate ...
... plate 0.188-1.500 40 24 -H321 -H323 , -H343 5086 - H111 Plate 1.501-3.000 39 23 Sheet 40 24 Extrusions -H112 Plate 0.250-0.499 -H112 Plate 0.500-1.000 -H112 Plate 1.001-2.000 -H32 , -H34 Sheet and plate 5086 - H111 Extrusions -H112 Plate ...
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