Uniform Building Code |
From inside the book
Results 1-3 of 91
Page 224
... Structural 1,300,000 No. 2 thick 1050 1200 575 85 555 900 1,100,000 15 and 16 ) No. 3 and Stud 5 " and 625 725 325 85 555 575 1,000,000 Appearance wider 1300 1500 875 85 555 1300 1,300,000 Select Structural Beams and 1,200,000 No. 1 ...
... Structural 1,300,000 No. 2 thick 1050 1200 575 85 555 900 1,100,000 15 and 16 ) No. 3 and Stud 5 " and 625 725 325 85 555 575 1,000,000 Appearance wider 1300 1500 875 85 555 1300 1,300,000 Select Structural Beams and 1,200,000 No. 1 ...
Page 246
... Structural 86 2 " to 4 " 2600 3000 1750 155 660 2000 1,800,000 18 and 19 ) Dense Structural 72 2200 2550 1450 thick 130 660 1650 1,800,000 Dense Structural 65 2000 2800 1300 115 660 1500 1,800,000 Dense Select Structural 1,200,000 No. 3 ...
... Structural 86 2 " to 4 " 2600 3000 1750 155 660 2000 1,800,000 18 and 19 ) Dense Structural 72 2200 2550 1450 thick 130 660 1650 1,800,000 Dense Structural 65 2000 2800 1300 115 660 1500 1,800,000 Dense Select Structural 1,200,000 No. 3 ...
Page 281
... structural , structural joists and planks , or structural light framing grade ( dense ) . SS is select structural , structural joists and planks , or structural light framing grade ( medium grain for Douglas fir - larch ) . NID is dense ...
... structural , structural joists and planks , or structural light framing grade ( dense ) . SS is select structural , structural joists and planks , or structural light framing grade ( medium grain for Douglas fir - larch ) . NID is dense ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
103 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength