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Page 181
Tension in sion ! sion ' | Flexure2 3 Compres . Tension in Flexure Shear or
Tension in Flexure ? 3 MATERIAL 6 . Cavity Wall Masonry Solid Units Grade A or
2500 psi plus Grade B or 1500 - 2500 psi Hollow Units 130 12 6 30 15 110 et 1
10 ...
Tension in sion ! sion ' | Flexure2 3 Compres . Tension in Flexure Shear or
Tension in Flexure ? 3 MATERIAL 6 . Cavity Wall Masonry Solid Units Grade A or
2500 psi plus Grade B or 1500 - 2500 psi Hollow Units 130 12 6 30 15 110 et 1
10 ...
Page 332
In Tbeams and joists where the stem is in tension , the ratio p shall be computed
for this purpose using the width of the stem . In structural slabs of uniform
thickness , the minimum amount of reinforcement in the direction of the span shall
be not ...
In Tbeams and joists where the stem is in tension , the ratio p shall be computed
for this purpose using the width of the stem . In structural slabs of uniform
thickness , the minimum amount of reinforcement in the direction of the span shall
be not ...
Page 355
At simple supports and at points of inflection , positive moment tension
reinforcement shall be limited to a diameter such that locomputed for f , by
Section 2612 ( f ) does not exceed + la M , is the computed flexural strength
assuming all ...
At simple supports and at points of inflection , positive moment tension
reinforcement shall be limited to a diameter such that locomputed for f , by
Section 2612 ( f ) does not exceed + la M , is the computed flexural strength
assuming all ...
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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