The short term deflections of prestressed members of class-1 and class-2 types under service loads are influenced by?

The values of partial safety factors are recommended for ________

The failure of one or more critical sections in ________

The philosophy of limit states is adopted and elaborated by ________

The strain compatibility method of analysis involves the use of ________

When the work has resumed the surfaces of the concrete previously placed should be cleaned of ________

The permissible or working stress method of design, by Morsh is also referred as ________

The characteristic load is expressed as ________