Uniform Building Code |
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Page 201
... Axial Loading Combined Sec . 2508. ( a ) Flexure and Axial Tension . Members subjected to both flex- ure and axial tension shall be so proportioned that fi + F fb does not exceed ONE Fb ( b ) Flexure and Axial Compression . Members ...
... Axial Loading Combined Sec . 2508. ( a ) Flexure and Axial Tension . Members subjected to both flex- ure and axial tension shall be so proportioned that fi + F fb does not exceed ONE Fb ( b ) Flexure and Axial Compression . Members ...
Page 362
... axial load at given eccentricity ≤P ,. r = radius of gyration of cross section of a compression member . z ... axial loads or to combined flexure and axial loads . ( c ) Design Assumptions . 1. Strength design of members for flexure and ...
... axial load at given eccentricity ≤P ,. r = radius of gyration of cross section of a compression member . z ... axial loads or to combined flexure and axial loads . ( c ) Design Assumptions . 1. Strength design of members for flexure and ...
Page 363
... axial load when the design axial load strength P , is less than the smaller of 0.10f ' A , or P , the ratio of reinforcement p provided shall not exceed 0.75 of the ratio p , that would produce balanced strain conditions for the section ...
... axial load when the design axial load strength P , is less than the smaller of 0.10f ' A , or P , the ratio of reinforcement p provided shall not exceed 0.75 of the ratio p , that would produce balanced strain conditions for the section ...
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