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Page 303
... joints made of seasoned lumber used in dry locations . See U.B.C. Standard No. 25-17 for other service conditions . 2Double shear values are for joints consisting of three wood members in which the side members are one half the ...
... joints made of seasoned lumber used in dry locations . See U.B.C. Standard No. 25-17 for other service conditions . 2Double shear values are for joints consisting of three wood members in which the side members are one half the ...
Page 342
... Joints . Where a construction joint is to be made , the surface of concrete shall be thoroughly cleaned and all laitance and standing water removed . Vertical construction joints shall be thoroughly wetted immediately before new ...
... Joints . Where a construction joint is to be made , the surface of concrete shall be thoroughly cleaned and all laitance and standing water removed . Vertical construction joints shall be thoroughly wetted immediately before new ...
Page 484
... Joints . The minimum amount of laps on lap joints shall be five times the thickness of the thinner part joined and not less than 1 inch . Lap joints joining plates or bars subjected to axial stress shall be fillet welded along the edge ...
... Joints . The minimum amount of laps on lap joints shall be five times the thickness of the thinner part joined and not less than 1 inch . Lap joints joining plates or bars subjected to axial stress shall be fillet welded along the edge ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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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