state the short-term deflectionsif short-term
State the short-term deflections
If short-term deflections are considered, the instantaneous deflection due to design loads may be calculated using elastic analysis based on the uncracked section and the Young's modulus of elasticity of concrete.
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state the design process of prestressed concretemost of the times the design process is an interactive and trial procedure in which the cycle of
determine the strain compatibility methodfor estimating the ultimate strength of prestressed concrete members in flexure strain compatibility method
design for the limit state of collapse in bending following assumptions are taken in the design for the limit state of collapse in bending or
limit state of serviceability deflection in the consideration of this limit state the deflection of a structural member is considered the code
state the short-term deflectionsif short-term deflections are considered the instantaneous deflection due to design loads may be calculated using
determine about the long-term deflectionsfor long-term deflections the total long-term deflection due to the prestressing force dead load and any
define the term - permanent loadwhere the permanent load is less than or equal to 25 of the design imposed load deflections may be calculated using
how to do deflection calculationsbasic values of to effective depth ratios for s upto 10m may be taken as 7 20 and 26 for cantilever simply
determine the limit state of serviceabilitycracking cracking of concrete should not affect the appearance or durability of the structure the criteria
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