Priciples for dimensioning

Technical Details

Technical Details Priciples for dimensioning

View tables

Choice of anchorage system(*)

Type of support

Situation

Anchorage system

Plinth or intermediate support

Wall length < 3 m and corners

Angle-bracket anchors

Plinth or intermediate support

Wall length > 3 m

Single-bracket anchors

Lintel header (visible)

Width of opening < 2,01 m

Angled supports

Lintel header (visible)

Width of opening < 2,01 m

Angle-bracket anchors

Lintel header (concealed)

Masonry height < 0,5 m

Single-bracket anchor type EK-G

Lintel header (concealed)

Width of opening < 2,51 m

MOSO perforated strips

Masonry height > 0,42 m

Lintel header (concealed)

Width of opening > 2,51 m

Angle-bracket anchors with wire binders

Lintel header (with prefabricated lintel facing)

Attachment for prefabricated parts or laid on

(*) This table is intended as a basic recommendation. Since we can provide planning and production from a single source, we are able to perform a cost-benefit analysis even during the project planning phase in order to submit the best possible quotation for you.

Choice of attachment system(*)

Attachment system

Advantages

Disadvantages

Anchor rail, cemented into the cast-in-place concrete

Rapid assembly of the supporting structures

Higher material costs, early planning required, dimensionally accurate cast-in-place work

Officially approved dowels, retroactively
set in cast-in-place concrete

Dowels an be set immediatly before assembling the support, lower material costs

Assembly times are longer due to the need to drill owel holes

(*) As a rule, we ercommend that our customers use dowels, as experience has shown that they meet more effectively with the practical conditions prevailing on site.

Evidence of the supporting structures

Calculation of the resultant anchoring force R:


Errata and technical changes reserved.
Technical Details Priciples for dimensioning

Technical drawings

Depending on the permit, either the anchoring force R or the tensile force Z and transverse force Fv are the device variables for demonstration of the attachment.

The conditions imposed in the permit must be observed in all classes.

Keywords / Related terms: plinth support, intermediate support, lintel cover, prefabricated lintel, anchorage force, resulting anchorage force, compressive force, tensile force, lever arm, anchorage lever arm