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Page 182
and from similar concentrated loads supported on unreinforced masonry shall not
exceed the values set forth in Table No . 24 - K . K . Shear walls . ( i ) Eccentricity .
In unreinforced shear walls , the virtual eccentricity e , about the principal axis ...
and from similar concentrated loads supported on unreinforced masonry shall not
exceed the values set forth in Table No . 24 - K . K . Shear walls . ( i ) Eccentricity .
In unreinforced shear walls , the virtual eccentricity e , about the principal axis ...
Page 187
Compression , axial : Walls SPECIAL INSPECTION REQUIRED Yes See Section
2417 One half of the values permitted under Section 2417 See Section 2417 One
- half of the values permitted under Section 2417 0 . 33 f ' m but not to exceed ...
Compression , axial : Walls SPECIAL INSPECTION REQUIRED Yes See Section
2417 One half of the values permitted under Section 2417 See Section 2417 One
- half of the values permitted under Section 2417 0 . 33 f ' m but not to exceed ...
Page 189
3 Vf ' m but not to exceed 40 exceed 80 N mortar 0 . 3 Vf ' , but not to 0 . 3 V5 ' m
but not to exceed 28 exceed 56 5 . Bearing : On full area 0 . 125 f ' m 0 . 25 f ' m
One one - third area or less 0 . 188 f ' m 0 . 375 f ' m 6 . Modulus of elasticity8 500
f ...
3 Vf ' m but not to exceed 40 exceed 80 N mortar 0 . 3 Vf ' , but not to 0 . 3 V5 ' m
but not to exceed 28 exceed 56 5 . Bearing : On full area 0 . 125 f ' m 0 . 25 f ' m
One one - third area or less 0 . 188 f ' m 0 . 375 f ' m 6 . Modulus of elasticity8 500
f ...
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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