Abstract. This report updates a state-ofthe-art paper developed for a Workshop on Earthquake Resistant Reinforced Concrete Building Construction (ERCBC) held at the University of California at Berkeley in July, 1977. Eight other papers84-91 dealing with prestressed and precast concrete buildings were presented at that Workshop.

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With the increasing use of concrete panel construction for the entire range of buildings from residential to high-rise, and whether the concrete panels are cast on-site or factory precast, this Briefing Note outlines some of the engineering design issues that should be considered in the use of this type of construction.

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American Concrete Institute and the Precast/Prestressed Concrete Insti-Fig. 8. The barge crane and tug boat has to be off the navigation channel when a ship arrives. The precast erector seizes the opportunity to install precast beams in the time all otted. 114 tute. See in particular the "Recom­ mended Practice for Design, Manu­

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Load capacity of simply supported concrete slabs. Load capacities of simply supported concrete slabs: Imposed loads varies from approximately 1.5 kN/m2 (153 kg/m2) in domestic buildings to approximately 1 0 kN/m2 (1053 kg/m2) in heavy industrial areas. 500 kg/m2 is typical for office, storage space and similar.