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Page 196
... Modulus of elasticity adjustment . The use of average modulus of elasticity E values are appropriate for the design of normal wood structural members and assemblies . In special applications where deflections are critical to the ...
... Modulus of elasticity adjustment . The use of average modulus of elasticity E values are appropriate for the design of normal wood structural members and assemblies . In special applications where deflections are critical to the ...
Page 287
... modulus of elasticity ( E ) than that specified is used in the bearing area on the face of the member subjected to the compression perpendicular to grain stress , FL may be increased to 245 psi . If at least two 2 - inch nominal ...
... modulus of elasticity ( E ) than that specified is used in the bearing area on the face of the member subjected to the compression perpendicular to grain stress , FL may be increased to 245 psi . If at least two 2 - inch nominal ...
Page 352
... Modulus of Elasticity . 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 taken as 57,000Vƒ'c . с C Modulus of ...
... Modulus of Elasticity . 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 taken as 57,000Vƒ'c . с C Modulus of ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength