The reason for smaller crack widths in slabs under service loads is?

The ultimate load design concepts extended to the design of continuous beams and frames is referred to as ________

The characteristic load is expressed as ________

The strain compatibility method of analysis involves the use of ________

The Class 1-type members are preferred for ________

The term WL is termed as ________

The statistical data required to define the characteristic loads, need recording of data and ________

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