Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 181
... Tension in Tension in pres- Tension in sion ' sion ' Flexure2 3 Flexure4 sion ' Flexure2 3 Units ' Grade N or 2500 psi plus 140 130 12 6 30 15 110 10 5 Grade S or 1500-2500 psi 100 90 12 Hollow Units ' 70 60 12 6 66 30 15 30 15 80 10 5 ...
... Tension in Tension in pres- Tension in sion ' sion ' Flexure2 3 Flexure4 sion ' Flexure2 3 Units ' Grade N or 2500 psi plus 140 130 12 6 30 15 110 10 5 Grade S or 1500-2500 psi 100 90 12 Hollow Units ' 70 60 12 6 66 30 15 30 15 80 10 5 ...
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 f , 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 f , 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
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength