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Page 178
Where the maximum virtual eccentricity e exceeds t / 3 , the maximum tensile
stress in the masonry , assuming linear stress distribution , shall not exceed the
values given in Table No . 24 - K . Where these values are exceeded , the
member ...
Where the maximum virtual eccentricity e exceeds t / 3 , the maximum tensile
stress in the masonry , assuming linear stress distribution , shall not exceed the
values given in Table No . 24 - K . Where these values are exceeded , the
member ...
Page 183
Compression - Axial , Columns See Section 2418 One - half of the values
permitted under Section 2418 3 . Compression - Flexural 0 . 33 f ' m but not to
exceed 900 0 . 166 f ' m but not to exceed 450 1 . 1Vf ' m 50 Max . . 9Vf ' m 34 Max
. 2 .
Compression - Axial , Columns See Section 2418 One - half of the values
permitted under Section 2418 3 . Compression - Flexural 0 . 33 f ' m but not to
exceed 900 0 . 166 f ' m but not to exceed 450 1 . 1Vf ' m 50 Max . . 9Vf ' m 34 Max
. 2 .
Page 185
Mor S mortar N mortar Parallel to bed joints Mor S mortar N mortar 4 . Shear Mor
Smortar um 0 . 3VI ' m but not to 1 . 3VI ' m but not to exceed 40 exceed 80 N
mortar Vm 0 . 3 V I ' m but not to 10 . 3V I ' m but not to 5 . Bearing exceed 28
exceed ...
Mor S mortar N mortar Parallel to bed joints Mor S mortar N mortar 4 . Shear Mor
Smortar um 0 . 3VI ' m but not to 1 . 3VI ' m but not to exceed 40 exceed 80 N
mortar Vm 0 . 3 V I ' m but not to 10 . 3V I ' m but not to 5 . Bearing exceed 28
exceed ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield