Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 373
... section . x = shorter overall dimension of rectangular part of cross section . = y longer overall dimension of rectangular part of cross section . Σx2y = torsional section properties . See Sections 2611 ( g ) 1 A and 2611 ( g ) 1 = B ...
... section . x = shorter overall dimension of rectangular part of cross section . = y longer overall dimension of rectangular part of cross section . Σx2y = torsional section properties . See Sections 2611 ( g ) 1 A and 2611 ( g ) 1 = B ...
Page 387
... section defined in Section 2611 ( 1 ) 1 B and at successive sections more distant from the support . D. Shear strength V , at any section shall not be taken greater than 2Vfbd , where b is perimeter of critical section defined in Section ...
... section defined in Section 2611 ( 1 ) 1 B and at successive sections more distant from the support . D. Shear strength V , at any section shall not be taken greater than 2Vfbd , where b is perimeter of critical section defined in Section ...
Page 443
... Section 2611 ( h ) 3. Permissible stress in shear friction reinforcement shall be that given in Section 2628 ( d ) 2 . ( 1 ) Special Provisions for Slabs and Footings . 1. Shear capacity of slabs and footings in the vicinity of ...
... Section 2611 ( h ) 3. Permissible stress in shear friction reinforcement shall be that given in Section 2628 ( d ) 2 . ( 1 ) Special Provisions for Slabs and Footings . 1. Shear capacity of slabs and footings in the vicinity of ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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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