Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 166
... Bond and Anchorage . 1. Computation of bond stress in beams . In flexural members in which the tensile reinforcement is parallel to the com- pression face , the bond stress at any cross section shall be computed by Formula ( 18-5 ) : u ...
... Bond and Anchorage . 1. Computation of bond stress in beams . In flexural members in which the tensile reinforcement is parallel to the com- pression face , the bond stress at any cross section shall be computed by Formula ( 18-5 ) : u ...
Page 167
... bond , hooks or mechanical anchors in or through the supporting member . Within any such span every rein- forcing ... bond . At least one - third of the total reinforcement provided for negative mo- ment at the support shall be extended ...
... bond , hooks or mechanical anchors in or through the supporting member . Within any such span every rein- forcing ... bond . At least one - third of the total reinforcement provided for negative mo- ment at the support shall be extended ...
Page 649
... bond the applicant may file a cash bond or instrument dit with the building official in an amount equal to that which would uired in the surety bond . 7009. ( a ) General . Unless otherwise recommended in the approved gineering and / or ...
... bond the applicant may file a cash bond or instrument dit with the building official in an amount equal to that which would uired in the surety bond . 7009. ( a ) General . Unless otherwise recommended in the approved gineering and / or ...
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