Prestressed Roof Plank Design Example

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

Prestressed roof plank design example.

Design calculations shall be performed by an engineer registered in the state that the project is located in and be experienced in precast prestressed concrete design. 8 1 1 1 general design requirements. The floors and roofs of these buildings are to be untopped 8 inch thick hollow core precast prestressed concrete plank. Example 1 calculate m sr for the 203 mm deep prestressed hcu shown below.

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. Figure 10 2 1 shows the typical floor plan of the diaphragms. 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. 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 example in section 10 2 provides design parameters used in this example. Design steel plank support headers at openings when headers are determined necessary by the manufacturer s engineer. Take the final long term losses as 24. Prestressed solid composite planks comprises a wet cast prestressed concrete element combined with insitu concrete structural topping to give an overall solid composite slab.

Plank is cut to length for each project. Prestressed solid composite planks. In spancrete hollowcore plank such loads may be distributed over several slabs. Ultra span is a machine extruded precast prestressed hollowcore plank.

High strength prestressing strands are cast into the plank at the spacing and. Geometric and data given by the manufacturer are as follows. Where voids stairs and other features prevent the slabs from spanning between walls slabs spanning perpendicularly are provided supported by the. For double tees such distribution of loads is a special design consideration and our engineering department should be consulted for more information.

This article deals with the design of prestressed precast elements with pretensioned tendons according to ec2. The plank is manufactured on 500 foot long beds in a standard width of 48 inches and thicknesses of 8 10 and 12 inches. The design is in accordance with as 3600. Please see the appropriate design information in the research notes under the research heading.

Instructional material complementing fema 752 design examples precast concrete 5.