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Page 495
... metal ( Continued ) REQUIRED WELD STRENGTH LEVEL2 3 " Matching " weld metal must be used ; see Table No. 27-6 - E of U.B.C. Standard No. 27-6 495 496 TABLE NO . 27 - B ( Continued ). Same as base metal Same as base metal 2. Compression ...
... metal ( Continued ) REQUIRED WELD STRENGTH LEVEL2 3 " Matching " weld metal must be used ; see Table No. 27-6 - E of U.B.C. Standard No. 27-6 495 496 TABLE NO . 27 - B ( Continued ). Same as base metal Same as base metal 2. Compression ...
Page 496
... metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x yield stress of base metal Same as base metal 0.30 x nominal tensile strength of weld metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x ...
... metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x yield stress of base metal Same as base metal 0.30 x nominal tensile strength of weld metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x ...
Page 651
... Metal Plaster Bases . The type and weight of metal lath , and the gauge and spacing of wire in welded or woven lath , the spacing of supports , and the methods of attachment to wood supports shall be as set forth in Tables No. 47 - B ...
... Metal Plaster Bases . The type and weight of metal lath , and the gauge and spacing of wire in welded or woven lath , the spacing of supports , and the methods of attachment to wood supports shall be as set forth in Tables No. 47 - B ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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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