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Page 287
If at least one 2inch nominal thickness lamination of E - rated hem - fir with the
same E value , or E - rated Douglas fir - larch 200 , 000 psi higher in modulus of
elasticity ( E ) than that specified is used in the bearing area on the face of the ...
If at least one 2inch nominal thickness lamination of E - rated hem - fir with the
same E value , or E - rated Douglas fir - larch 200 , 000 psi higher in modulus of
elasticity ( E ) than that specified is used in the bearing area on the face of the ...
Page 333
General . Reinforcement shall be deformed reinforcement , except that plain
reinforcement may be used for spirals or tendons , and reinforcement consisting
of structural steel , steel pipe or steel tubing may be used as specified in this
chapter .
General . Reinforcement shall be deformed reinforcement , except that plain
reinforcement may be used for spirals or tendons , and reinforcement consisting
of structural steel , steel pipe or steel tubing may be used as specified in this
chapter .
Page 424
Anchorages for unbonded prestressing tendons and couplers shall develop the
specified ultimate strength of the tendons without exceeding anticipated set . 2 .
Anchorages for bonded prestressing tendons shall develop at least 90 percent of
...
Anchorages for unbonded prestressing tendons and couplers shall develop the
specified ultimate strength of the tendons without exceeding anticipated set . 2 .
Anchorages for bonded prestressing tendons shall develop at least 90 percent of
...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood