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Page 176
design and construction requirements for reinforced masonry except as herein
noted . Only Type M or S mortar shall be used . The minimum area of
reinforcement required in Section 2417 ( j ) 3 shall not apply to partially
reinforced masonry ...
design and construction requirements for reinforced masonry except as herein
noted . Only Type M or S mortar shall be used . The minimum area of
reinforcement required in Section 2417 ( j ) 3 shall not apply to partially
reinforced masonry ...
Page 177
In determining the stresses in brick masonry , the effects of all dead and live
loads shall be taken into account . Eccentricity of vertical load , the effects of
lateral load , temperature changes and other forces shall be considered .
Stresses shall ...
In determining the stresses in brick masonry , the effects of all dead and live
loads shall be taken into account . Eccentricity of vertical load , the effects of
lateral load , temperature changes and other forces shall be considered .
Stresses shall ...
Page 188
Unburned Clay Masonry 2 . Stone Masonry 3 . Cavity Wall Masonry 4 . Hollow
Unit Masonry 5 . Solid Masonry 6 . Grouted Masonry 7 . Reinforced Grouted
Masonry 8 . Reinforced Hollow Unit Masonry NONBEARING WALLS : 9 . Exterior
...
Unburned Clay Masonry 2 . Stone Masonry 3 . Cavity Wall Masonry 4 . Hollow
Unit Masonry 5 . Solid Masonry 6 . Grouted Masonry 7 . Reinforced Grouted
Masonry 8 . Reinforced Hollow Unit Masonry NONBEARING WALLS : 9 . Exterior
...
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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