Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
From inside the book
Results 1-3 of 79
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
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
106 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength