Uniform Building Code |
From inside the book
Results 1-3 of 43
Page 432
... edge of the pinhole to the edge of the member or element shall not exceed four times the thickness at the pinhole . The diameter of the pinhole shall be not less than 1.25 times the smaller of the distances from the edge of the pinhole ...
... edge of the pinhole to the edge of the member or element shall not exceed four times the thickness at the pinhole . The diameter of the pinhole shall be not less than 1.25 times the smaller of the distances from the edge of the pinhole ...
Page 453
... edge distances shall be increased so as to maintain the clear distance from edge of hole to free edge provided by distances tabulated . All edge distances in this column may be reduced 1⁄4 inch when the hole is at a point where stress ...
... edge distances shall be increased so as to maintain the clear distance from edge of hole to free edge provided by distances tabulated . All edge distances in this column may be reduced 1⁄4 inch when the hole is at a point where stress ...
Page 517
... edge of the walking surface and measured vertical- ly . Where the seat board is the walking surface , the height shall be measured from the front edge of the seat board . EXCEPTION : Guardrails at the front of the front row of seats ...
... edge of the walking surface and measured vertical- ly . Where the seat board is the walking surface , the height shall be measured from the front edge of the seat board . EXCEPTION : Guardrails at the front of the front row of seats ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 other sections not shown
Other editions - View all
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