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Page 226
... Grain Shear Compres . sion per . pendicular to Grain Compres sion Parallel MODULUS OF U.B.C. STDS UNDER to Grain ELASTICITY WHICH ( Single ) Uses " F " " FV “ F ” " FC " " E " GRADED No. 1 1700 1950 975 100 No. 1 , Open grain 1350 1550 ...
... Grain Shear Compres . sion per . pendicular to Grain Compres sion Parallel MODULUS OF U.B.C. STDS UNDER to Grain ELASTICITY WHICH ( Single ) Uses " F " " FV “ F ” " FC " " E " GRADED No. 1 1700 1950 975 100 No. 1 , Open grain 1350 1550 ...
Page 270
... GRAIN AND COMPRESSION PARALLEL TO GRAIN . VALUES SHOWN FOR BENDING MEMBER COMBINATIONS IN PART A WHEN MORE RESTRICTIVE SLOPE OF GRAIN REQUIREMENTS AS INDICATED ARE SATISFIED BY ALL LAMINATIONS Douglas Fir and Western Larch 270 Southern ...
... GRAIN AND COMPRESSION PARALLEL TO GRAIN . VALUES SHOWN FOR BENDING MEMBER COMBINATIONS IN PART A WHEN MORE RESTRICTIVE SLOPE OF GRAIN REQUIREMENTS AS INDICATED ARE SATISFIED BY ALL LAMINATIONS Douglas Fir and Western Larch 270 Southern ...
Page 274
... Grain Slope Module Grain Slope Module Steepest Grain Slope Stress Module ' The allowable unit stresses in bending obtained from Table No. 25 - D apply when the wide faces of the lamination are normal to the direction of the load ...
... Grain Slope Module Grain Slope Module Steepest Grain Slope Stress Module ' The allowable unit stresses in bending obtained from Table No. 25 - D apply when the wide faces of the lamination are normal to the direction of the load ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength