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Page 122
... girders or trusses rest on masonry or concrete walls . Girders and beams shall be closely fitted around columns , and adjoining ends shall be cross tied to each other , or intertied by caps or ties , to transfer horizontal loads across ...
... girders or trusses rest on masonry or concrete walls . Girders and beams shall be closely fitted around columns , and adjoining ends shall be cross tied to each other , or intertied by caps or ties , to transfer horizontal loads across ...
Page 219
... Girders . Girders shall be designed to support the loads specified in this code . Girder end joints shall occur over supports . When a girder is spliced over a support , an adequate tie shall be provided . The end of beams or girders ...
... Girders . Girders shall be designed to support the loads specified in this code . Girder end joints shall occur over supports . When a girder is spliced over a support , an adequate tie shall be provided . The end of beams or girders ...
Page 610
... Girders 11 Prestressed 8 in . Wide Concrete5 10 > 12 in . wide 14 1 3/4 Concrete Reinforcing Steel in 35 Grade A ... girders monolithic with floors . ) 12 12 12 12 Columns , Beams , 34 Girders and Grade B concrete , members 12 " or ...
... Girders 11 Prestressed 8 in . Wide Concrete5 10 > 12 in . wide 14 1 3/4 Concrete Reinforcing Steel in 35 Grade A ... girders monolithic with floors . ) 12 12 12 12 Columns , Beams , 34 Girders and Grade B concrete , members 12 " or ...
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