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Page 129
Walls and Structural Framing Sec . 2309 . ( a ) General . Walls and structural
framing shall be erected true and plumb in accordance with the design . ( b )
Interior Walls . Interior walls , permanent partitions , and temporary partitions
which ...
Walls and Structural Framing Sec . 2309 . ( a ) General . Walls and structural
framing shall be erected true and plumb in accordance with the design . ( b )
Interior Walls . Interior walls , permanent partitions , and temporary partitions
which ...
Page 176
The minimum area of reinforcement required in Section 2417 ( j ) 3 shall not
apply to partially reinforced masonry walls . Maximum spacing of vertical
reinforcement in exterior partially reinforced masonry walls shall be 8 feet .
Reinforcement ...
The minimum area of reinforcement required in Section 2417 ( j ) 3 shall not
apply to partially reinforced masonry walls . Maximum spacing of vertical
reinforcement in exterior partially reinforced masonry walls shall be 8 feet .
Reinforcement ...
Page 182
24 - K . K . Shear walls . ( i ) Eccentricity . In unreinforced shear walls , the virtual
eccentricity e , about the principal axis which is normal to the length 1 of the
shear wall shall not exceed an amount which will produce tension . In
unreinforced ...
24 - K . K . Shear walls . ( i ) Eccentricity . In unreinforced shear walls , the virtual
eccentricity e , about the principal axis which is normal to the length 1 of the
shear wall shall not exceed an amount which will produce tension . In
unreinforced ...
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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