Uniform Building Code |
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Page 181
... Tension in Tension in pres- Tension in sion ' sion ' Flexure2 3 Flexure4 sion ' Flexure2 3 MATERIAL 6. Cavity Wall Masonry Solid Units ' Grade A or 2500 psi plus Grade B or 1500-2500 psi Hollow Units ' 7. Stone Masonry ཀྲུ 140 130 12 6 ...
... Tension in Tension in pres- Tension in sion ' sion ' Flexure2 3 Flexure4 sion ' Flexure2 3 MATERIAL 6. Cavity Wall Masonry Solid Units ' Grade A or 2500 psi plus Grade B or 1500-2500 psi Hollow Units ' 7. Stone Masonry ཀྲུ 140 130 12 6 ...
Page 310
... Tension . 1. Classi- fication of tension lap splices . The minimum length of lap for tension lap splices shall be at least that given in this section but not less than 12 inches : is the tensile development for the full ƒ , as given in ...
... Tension . 1. Classi- fication of tension lap splices . The minimum length of lap for tension lap splices shall be at least that given in this section but not less than 12 inches : is the tensile development for the full ƒ , as given in ...
Page 332
... tension , the ratio p shall be com- puted for this purpose using the width of the stem . In structural slabs of ... Tension reinforcement shall be well distributed in the zones of maximum concrete tension . Where flanges are in tension ...
... tension , the ratio p shall be com- puted for this purpose using the width of the stem . In structural slabs of ... Tension reinforcement shall be well distributed in the zones of maximum concrete tension . Where flanges are in tension ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength