Uniform Building Code |
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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 % 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 % 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 | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved bars beam bending bolts Building Official building or structure ceiling Code column compression compression members concrete conform dead load diameter diaphragms Division 1 Occupancies enclosure exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural floor area frame 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 partitions percent permitted plaster plastic plywood portland cement pounds per square prestressing protected reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section square feet square inch stairway steel strength studs surface Table tension tests thickness tion U.B.C. Standard values ventilation vertical water closet welds width wire wood yield strength