Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 181
... Tension in Flexure4 pres- Tension in sion1 Flexure2 3 140 130 12 6 30 15 110 10 5 100 90 70 60 12 12 66 30 15 80 10 5 6 30 15 50 10 5 8. Gypsum Masonry 7. Stone Masonry Cast Stone Natural Stone 400 360 8 ཙྪསྐྲ ། སེ 140 120 20 20 1 1 T T ...
... Tension in Flexure4 pres- Tension in sion1 Flexure2 3 140 130 12 6 30 15 110 10 5 100 90 70 60 12 12 66 30 15 80 10 5 6 30 15 50 10 5 8. Gypsum Masonry 7. Stone Masonry Cast Stone Natural Stone 400 360 8 ཙྪསྐྲ ། སེ 140 120 20 20 1 1 T T ...
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 stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength