Uniform Building Code |
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Page 367
... Formula ( 10-6 ) shall be based on a minimum eccentricity of ( 0.6 + 0.03h ) inches about each principal axis separately . Ratio M , / M2 in Formula ( 10-11 ) shall be determined by either of the following : ( i ) When computed end ...
... Formula ( 10-6 ) shall be based on a minimum eccentricity of ( 0.6 + 0.03h ) inches about each principal axis separately . Ratio M , / M2 in Formula ( 10-11 ) shall be determined by either of the following : ( i ) When computed end ...
Page 434
... Formula ( 25-3 ) for all the beams framing into the column above the level under consideration , special transverse reinforcement shall be provided . For beams framing into opposite sides of the column , the moment components of Formula ...
... Formula ( 25-3 ) for all the beams framing into the column above the level under consideration , special transverse reinforcement shall be provided . For beams framing into opposite sides of the column , the moment components of Formula ...
Page 468
... Formula ( 7-1 ) or ( 7-2 ) , as applicable and the ratio a / h shall not exceed : 26012 h / t nor 3.0 . For girders designed for tension field action , the spacing between stiffeners at end panels and panels containing large holes and ...
... Formula ( 7-1 ) or ( 7-2 ) , as applicable and the ratio a / h shall not exceed : 26012 h / t nor 3.0 . For girders designed for tension field action , the spacing between stiffeners at end panels and panels containing large holes and ...
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