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Page 392
( i ) Development of Welded Deformed Wire Fabric in Tension . Development
length ld , in inches , of welded deformed wire fabric measured from point of
critical section to end of wire shall be computed as the product of either of the
basic ...
( i ) Development of Welded Deformed Wire Fabric in Tension . Development
length ld , in inches , of welded deformed wire fabric measured from point of
critical section to end of wire shall be computed as the product of either of the
basic ...
Page 527
16 gauge galvanized wire mesh placed over waterproof paper backing and
anchored directly to stud construction . The stud spacing shall not exceed 16
inches on center . The galvanized wire mesh shall be anchored to wood studs by
...
16 gauge galvanized wire mesh placed over waterproof paper backing and
anchored directly to stud construction . The stud spacing shall not exceed 16
inches on center . The galvanized wire mesh shall be anchored to wood studs by
...
Page 658
47 - A - SUSPENDED AND FURRED CEILINGS ( For Support of Ceilings
Weighing Not More than 10 Pounds per Square Foot ) Minimum Sizes for Wire
and Rigid Hangers MAXIMUM AREA SUPPORTED SIZE AND TYPE ( In Square
Feet ) ...
47 - A - SUSPENDED AND FURRED CEILINGS ( For Support of Ceilings
Weighing Not More than 10 Pounds per Square Foot ) Minimum Sizes for Wire
and Rigid Hangers MAXIMUM AREA SUPPORTED SIZE AND TYPE ( In Square
Feet ) ...
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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