Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 309
... distance between parallel bars in a layer shall be not less than the nominal diameter of the bars , nor 1 inch . See also Section 2603 ( d ) . Where parallel reinforcement is placed in two or more layers , the bars in the upper layers ...
... distance between parallel bars in a layer shall be not less than the nominal diameter of the bars , nor 1 inch . See also Section 2603 ( d ) . Where parallel reinforcement is placed in two or more layers , the bars in the upper layers ...
Page 342
... distance d from the extreme compression fiber and shall be anchored at both ends according to Sections 2607 ( b ) and 2612 ( n ) to develop the design yield strength of the reinforcement . ( c ) Shear Strength . The nominal shear stress ...
... distance d from the extreme compression fiber and shall be anchored at both ends according to Sections 2607 ( b ) and 2612 ( n ) to develop the design yield strength of the reinforcement . ( c ) Shear Strength . The nominal shear stress ...
Page 438
... Distance . The minimum distance from the center of a rivet or bolt hole to any edge shall be not less than the values set forth in Table No. 27 - D . ( f ) Minimum Edge Distance of Line of Stress . In connections of tension members ...
... Distance . The minimum distance from the center of a rivet or bolt hole to any edge shall be not less than the values set forth in Table No. 27 - D . ( f ) Minimum Edge Distance of Line of Stress . In connections of tension members ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength