Uniform Building Code |
From inside the book
Results 1-3 of 37
Page 168
COMPRESSIVE STRESS IN FLEXURAL MEMBERS: For compression
reinforcement in flexural members, the allowable stress shall not be taken as
greater than the allowable tensile stress shown above. (c) Symbols and
Notations.
COMPRESSIVE STRESS IN FLEXURAL MEMBERS: For compression
reinforcement in flexural members, the allowable stress shall not be taken as
greater than the allowable tensile stress shown above. (c) Symbols and
Notations.
Page 418
Stresses in concrete immediately after prestress transfer (before time-dependent
prestress losses) shall not exceed the ... stress in tension at ends of simply
supported members ^VF^i Where computed tensile stresses exceed these values
, ...
Stresses in concrete immediately after prestress transfer (before time-dependent
prestress losses) shall not exceed the ... stress in tension at ends of simply
supported members ^VF^i Where computed tensile stresses exceed these values
, ...
Page 426
Where computed principal tensile stresses in concrete due to factored loads
exceed 4<^v7^ , shell reinforcement shall not be spaced farther apart than 3
times the shell thickness. 5. Shell reinforcement shall be provided to resist the
total ...
Where computed principal tensile stresses in concrete due to factored loads
exceed 4<^v7^ , shell reinforcement shall not be spaced farther apart than 3
times the shell thickness. 5. Shell reinforcement shall be provided to resist the
total ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Effective Use of the Uniform Building Code | 19 |
Part IIDefinitions and Abbreviations | 41 |
Requirements for Group A Occupancies SEC 601 Group A Occupancies Defined | 65 |
Copyright | |
133 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section applied approved assembly automatic sprinkler system bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load diameter distance Division doors edge exceed exit exterior walls factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height horizontal inches installed joints joists lath least length less live load located longitudinal masonry materials maximum metal minimum nails noncombustible occupant load one-hour fire-resistive openings panels percent permitted plastic plate plywood portland cement prestressing protected ratio resist roof rooms shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel structure studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard unit vertical welds width wire wood wood shingles yield strength