Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 81
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 2-200
... plate 0.188-1.500 44 -H323 Sheet 0.051-0.249 45 -H343 Sheet 0.051-0.249 50 -H321 Plate 1.501-3.000 41 5086 - H111 Extrusions up to 0.500 36 -H111 Extrusions 0.501 and over 36 -H112 Plate 0.250-0.499 36 -H112 Plate 0.500-1.000 35 -H112 ...
... plate 0.188-1.500 44 -H323 Sheet 0.051-0.249 45 -H343 Sheet 0.051-0.249 50 -H321 Plate 1.501-3.000 41 5086 - H111 Extrusions up to 0.500 36 -H111 Extrusions 0.501 and over 36 -H112 Plate 0.250-0.499 36 -H112 Plate 0.500-1.000 35 -H112 ...
Page 2-201
... plate 0.188-1.500 Plate 1.501-3.000 Sheet Extrusions Plate 0.250-0.499 Plate 0.500-1.000 All -H112 Plate 1.001-2.000 -H32 , -H34 Sheet and plate 5086 - H111 Extrusions -H112 Plate 0.250-0.499 -H112 Plate 0.500-1.000 -H112 Plate 1.001 ...
... plate 0.188-1.500 Plate 1.501-3.000 Sheet Extrusions Plate 0.250-0.499 Plate 0.500-1.000 All -H112 Plate 1.001-2.000 -H32 , -H34 Sheet and plate 5086 - H111 Extrusions -H112 Plate 0.250-0.499 -H112 Plate 0.500-1.000 -H112 Plate 1.001 ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist 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 studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength