Uniform Building Code |
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Page 154
... equal to the requirements set forth in U.B.C. Standard No. 24-8 , Grade LB , when used for bearing walls or piers , or Grade LBX when exposed to the weather or soil ; or equal to the requirements set forth in U.B.C. Standard No. 24-9 ...
... equal to the requirements set forth in U.B.C. Standard No. 24-8 , Grade LB , when used for bearing walls or piers , or Grade LBX when exposed to the weather or soil ; or equal to the requirements set forth in U.B.C. Standard No. 24-9 ...
Page 180
... equal to 3.464 times its radius of gyration r about the axis considered . Where raked mortar joints are used , the ... equal to or less than t / 20 , the eccentricity coefficient C shall be taken as 1.0 . Where the maximum virtual ...
... equal to 3.464 times its radius of gyration r about the axis considered . Where raked mortar joints are used , the ... equal to or less than t / 20 , the eccentricity coefficient C shall be taken as 1.0 . Where the maximum virtual ...
Page 466
... equal areas at any section and have the same grade of steel . ( b ) Web . The clear distance between flanges in ... equal to the width of the cover plate when there is a continuous weld equal to or larger than three fourths of the plate ...
... equal areas at any section and have the same grade of steel . ( b ) Web . The clear distance between flanges in ... equal to the width of the cover plate when there is a continuous weld equal to or larger than three fourths of the plate ...
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