Building Standards: Uniform Building Code1985 - Building laws |
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Page 185
... Grain . In applications where deforma- tion is critical , the following equation shall be used to calculate the compression- perpendicular - to - grain design values : = F ' 5.60 0.73 F WHERE : F1 ' = = Critical compression ...
... Grain . In applications where deforma- tion is critical , the following equation shall be used to calculate the compression- perpendicular - to - grain design values : = F ' 5.60 0.73 F WHERE : F1 ' = = Critical compression ...
Page 283
... grain requirements than the basic slope of grain of the grades of lumber used in order to 12 obtain higher tension - parallel - to - grain values and design values in bending when loaded perpendicular to the wide faces of the ...
... grain requirements than the basic slope of grain of the grades of lumber used in order to 12 obtain higher tension - parallel - to - grain values and design values in bending when loaded perpendicular to the wide faces of the ...
Page 288
Uniform Building Code. EXTREME FIBER IN BENDING TENSION PARALLEL TO GRAIN Stress Steepest Stress Steepest Grain Slope Steepest Module 4 to 14 800 1:16 500 1:16 970 1:15 A 0.1 1,000,000 15 or more 800 1:16 500 1:16 970 1:15 4 to 14 770 1 ...
Uniform Building Code. EXTREME FIBER IN BENDING TENSION PARALLEL TO GRAIN Stress Steepest Stress Steepest Grain Slope Steepest Module 4 to 14 800 1:16 500 1:16 970 1:15 A 0.1 1,000,000 15 or more 800 1:16 500 1:16 970 1:15 4 to 14 770 1 ...
Contents
Administrative CHAPTER 1 Title Scope and General SEC 101 Title 102 Purpose 103 Scope 104 Application to Existing Buildings and Structures | 1 |
Alternate Materials and Methods of Construction 106 Modifications 107 Tests | 3 |
Organization and Enforcement 201 Creation of Enforcement Agency SEC 202 Powers and Duties of Building Official | 4 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load diameter diaphragms Division 1 Occupancies dwelling units exceed exit exterior walls extreme fiber factor Fire Code floor area framing grade Group H grout height horizontal shear inspection installed joints joists laminations length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard Pedestrian walkways percent permitted perpendicular plywood portion pounds per square prestressing psi psi psi ratio resist roof rooms Select Decking Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud surface Table tensile stress tension thickness timber U.B.C. Standard ventilation vertical water closet welds width wood yield strength