Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-53
... plate is wider than the bottom wall plate , the tension stress perpendicular to grain induced in the bottom face of the footing plate shall not exceed one third the allowable unit shear stress for the footing plate . Use of plywood ...
... plate is wider than the bottom wall plate , the tension stress perpendicular to grain induced in the bottom face of the footing plate shall not exceed one third the allowable unit shear stress for the footing plate . Use of plywood ...
Page 2-199
... Plate 0.250-0.499 3003 - H12 Sheet and plate 0.017-2.000 -H14 Sheet and plate 0.009-1.000 -H16 Sheet 0.006-0.162 CE FRE 63 55 56 38 32 120 88 10,800 64 57 58 39 33 122 91 10,800 64 57 56 39 33 122 91 10,800 17 12 10 11 7 34 19 10,100 20 ...
... Plate 0.250-0.499 3003 - H12 Sheet and plate 0.017-2.000 -H14 Sheet and plate 0.009-1.000 -H16 Sheet 0.006-0.162 CE FRE 63 55 56 38 32 120 88 10,800 64 57 58 39 33 122 91 10,800 64 57 56 39 33 122 91 10,800 17 12 10 11 7 34 19 10,100 20 ...
Page 2-201
... plate 0.188-1.500 40 24 24 -H321 Plate 1.501-3.000 39 23 23 -H323 , -H343 Sheet 40 24 24 3222 24 24 24 2434 12 14 13 78 14 5086 - H111 Extrusions 35 18 17 21 10 -H112 Plate 0.250-0.499 -H112 Plate 0.500-1.000 -H112 Plate 1.001-2.000 ...
... plate 0.188-1.500 40 24 24 -H321 Plate 1.501-3.000 39 23 23 -H323 , -H343 Sheet 40 24 24 3222 24 24 24 2434 12 14 13 78 14 5086 - H111 Extrusions 35 18 17 21 10 -H112 Plate 0.250-0.499 -H112 Plate 0.500-1.000 -H112 Plate 1.001-2.000 ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/m² lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength