Prestressed Roof Plank Design Example

Prestressed solid composite planks comprises a wet cast prestressed concrete element combined with insitu concrete structural topping to give an overall solid composite slab.

Prestressed roof plank design example.

The example in section 10 2 provides design parameters used in this example. This article deals with the design of prestressed precast elements with pretensioned tendons according to ec2. Take the final long term losses as 24. Ultra span is a machine extruded precast prestressed hollowcore plank.

Instructional material complementing fema 752 design examples precast concrete 5. In spancrete hollowcore plank such loads may be distributed over several slabs. Where voids stairs and other features prevent the slabs from spanning between walls slabs spanning perpendicularly are provided supported by the. Some of the images and calculations included in this article were taken from the worked example of prestressed concrete girders according to eurocode 2 published by the fachvereinigung deutscher betonfertigteilbau e.

A c 135 2103 mm2 i 678 106 mm4 y t 99 mm f ck. The floors and roofs of these buildings are to be untopped 8 inch thick hollow core precast prestressed concrete plank. Plank is cut to length for each project. General after making an initial selection of the slab thickness the second step in slab design is to determine the amount and distribution of prestress.

3 6 a floor system alternate 1 prestressed plank and half slab floor system this precast floor system refer to figure 3 12 comprises prestressed planks spanning between load bearing walls. The plank is manufactured on 500 foot long beds in a standard width of 48 inches and thicknesses of 8 10 and 12 inches. For double tees such distribution of loads is a special design consideration and our engineering department should be consulted for more information. Design steel plank support headers at openings when headers are determined necessary by the manufacturer s engineer.

Prestressed solid composite planks. The design is in accordance with as 3600. The example in section 8 4 shows a partial example for the design of a special moment frame constructed using precast concrete per aci 318 section 21 8. Load balancing is used a portion of the load on slab is balanced by the transverse forces imposed by the draped tendons in each direction.

High strength prestressing strands are cast into the plank at the spacing and. Geometric and data given by the manufacturer are as follows. Please see the appropriate design information in the research notes under the research heading. Example 1 calculate m sr for the 203 mm deep prestressed hcu shown below.

The initial prestressing force may be taken as 70 of characteristics strength of the standard 7 wire helical strand.