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Page 365
... Members . 1. Flexural members with overall depth to clear span ratios greater than two fifths for continuous spans ... Compression Members . 1. Isolated compression member with multiple spirals . Outer limits of the effective cross ...
... Members . 1. Flexural members with overall depth to clear span ratios greater than two fifths for continuous spans ... Compression Members . 1. Isolated compression member with multiple spirals . Outer limits of the effective cross ...
Page 366
... Compression Members . 1. Design of compres- sion members shall be based on forces and moments determined from analysis of the structure . Such analysis shall take into account influence of axial loads and variable moment of inertia on ...
... Compression Members . 1. Design of compres- sion members shall be based on forces and moments determined from analysis of the structure . Such analysis shall take into account influence of axial loads and variable moment of inertia on ...
Page 485
... Compression Members . All parts of built - up compression members and the transverse spacing of their lines of fasteners shall conform to the requirements of Sections 2705 and 2706 . At the ends of built - up compression members bearing ...
... Compression Members . All parts of built - up compression members and the transverse spacing of their lines of fasteners shall conform to the requirements of Sections 2705 and 2706 . At the ends of built - up compression members bearing ...
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