Uniform Building Code |
From inside the book
Results 1-3 of 81
Page 343
... diameters but not less than 4 inches at the free end of the bar . ( c ) Minimum Bend Diameters . Diameter of bend measured on the inside of the bar , other than for stirrups and ties , shall be not less than the values in Table No. 26 ...
... diameters but not less than 4 inches at the free end of the bar . ( c ) Minimum Bend Diameters . Diameter of bend measured on the inside of the bar , other than for stirrups and ties , shall be not less than the values in Table No. 26 ...
Page 348
... diameter or width of capital is two times that of the column . I. Spirals shall be held firmly in place and true to line by vertical spacers . J. For spiral bar or wire smaller than 8 - inch - diameter , a minimum of two spacers shall ...
... diameter or width of capital is two times that of the column . I. Spirals shall be held firmly in place and true to line by vertical spacers . J. For spiral bar or wire smaller than 8 - inch - diameter , a minimum of two spacers shall ...
Page 478
... diameter of the pinhole shall be not more than 32 inch greater than the diameter of the pin . For steels having a yield stress greater than 70 ksi , the diameter of the pinhole shall not exceed five times the plate thickness . In pin ...
... diameter of the pinhole shall be not more than 32 inch greater than the diameter of the pin . For steels having a yield stress greater than 70 ksi , the diameter of the pinhole shall not exceed five times the plate thickness . In pin ...
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