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