Uniform Building Code |
From inside the book
Results 1-3 of 80
Page 223
... greater in diameter than 40 percent of the stud width may be bored in any wood stud . Bored holes not greater than 60 percent of the width of the stud are permitted in nonbearing partitions or in any wall where each bored stud is ...
... greater in diameter than 40 percent of the stud width may be bored in any wood stud . Bored holes not greater than 60 percent of the width of the stud are permitted in nonbearing partitions or in any wall where each bored stud is ...
Page 439
... greater and welded wire fabric ( smoothed or deformed ) 24,000 psi 0.50 f 30,000 psi C. For flexural reinforcement , 8 inch or less in diameter , in one - way slabs of not more than 12 - foot span but not greater than ( e ) Development ...
... greater and welded wire fabric ( smoothed or deformed ) 24,000 psi 0.50 f 30,000 psi C. For flexural reinforcement , 8 inch or less in diameter , in one - way slabs of not more than 12 - foot span but not greater than ( e ) Development ...
Page 484
... greater odd 16 inch , nor greater than two and one - fourth times the thickness of the weld metal . The minimum center - to - center spacing of plug welds shall be four times the diameter of the hole . The length of slot for a slot weld ...
... greater odd 16 inch , nor greater than two and one - fourth times the thickness of the weld metal . The minimum center - to - center spacing of plug welds shall be four times the diameter of the hole . The length of slot for a slot weld ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
108 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength