The short term deflections of prestressed members of class-1 and clas – McqOptions

MCQOPTIONS

1.	The short term deflections of prestressed members of class-1 and class-2 types under service loads are influenced by?
A.	Length of prestressing force
B.	Depth of prestressing force
C.	Magnitude of prestressing force
D.	Eccentricity of prestressing force
Answer» D. Eccentricity of prestressing force

Discussion

No Comment Found

Related MCQs

Which type of class structure is considered as econimal?
In class 2 structures limited tensile stresses of magnitude not exceeding the modulus of rupture of concrete are permitted under?
The Class 1-type members are preferred for ____________
The limit state of cracking is important in the case of ____________
The short term deflections of prestressed members of class-1 and class-2 types under service loads are influenced by?
The permissible deflections vary from a maximum of ____________
The primary serviceability limit state corresponds to excessive ____________
The current Indian, British and American codes have more or less similar provisions for the computation of ____________
The strain compatibility method of analysis involves the use of ____________
The computation of ultimate flexural strength of under and over reinforced sections, as well as of sections is provided by ____________