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Page 290
... Modulus of Elasticity , " E " , in 1,000,000 psi SIZE SPACING 24.0 900 980 1050 1120 1190 1250 1310 1380 1440 1500 ... modulus of elasticity values ( E ) , from Tables Nos . 25 - A - 1 , and 25 - A - 2 . ( 3 ) For more comprehensive ...
... Modulus of Elasticity , " E " , in 1,000,000 psi SIZE SPACING 24.0 900 980 1050 1120 1190 1250 1310 1380 1440 1500 ... modulus of elasticity values ( E ) , from Tables Nos . 25 - A - 1 , and 25 - A - 2 . ( 3 ) For more comprehensive ...
Page 324
... Modulus of Elasticity . The modulus of elasticity E. , for concrete may be taken as w1.5 33 √ƒ ' in psi for values of w between 90 and 155 pounds per cubic foot . For normal weight concrete , E , may be considered as 57,000 Vf . The ...
... Modulus of Elasticity . The modulus of elasticity E. , for concrete may be taken as w1.5 33 √ƒ ' in psi for values of w between 90 and 155 pounds per cubic foot . For normal weight concrete , E , may be considered as 57,000 Vf . The ...
Page 364
... modulus of elasticity for beam concrete . = modulus of elasticity for column concrete . = modulus of elasticity for slab concrete . h = overall thickness of member , inches . Ib I S = moment of inertia about centroidal axis of gross ...
... modulus of elasticity for beam concrete . = modulus of elasticity for column concrete . = modulus of elasticity for slab concrete . h = overall thickness of member , inches . Ib I S = moment of inertia about centroidal axis of gross ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength