Uniform Building Code |
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Page 433
... 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 pin ...
... 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 pin ...
Page 438
... edge used in the design or in prepara- tion of shop drawings shall be that given in Table No. 27 - D . ( e ) Minimum Edge Distance . The minimum distance from the center of a rivet or bolt hole to any edge shall be not less than the ...
... edge used in the design or in prepara- tion of shop drawings shall be that given in Table No. 27 - D . ( e ) Minimum Edge Distance . The minimum distance from the center of a rivet or bolt hole to any edge shall be not less than the ...
Page 454
... edge distances shall be increased so as to maintain the clear distance from edge of hole to free edge provided by distances tabulated . 2All 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 . 2All edge distances in this column may be reduced % inch when the hole is at a point where stress ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength