Design proposal TOS VIETTEL HN HTA 4022p 300 2ank

Halfen HTA anchor channel - CEN/TS 1992-4 Halfen Design Software HTA, Version 2.70 The design does only apply to the designated HALFEN product.. The load bearing capacity of third party

Halfen HTA anchor channel - CEN/TS 1992-4

Halfen Design Software HTA, Version 2.70

The design does only apply to the designated HALFEN product The load bearing capacity of third

party products, appearing to be identical in construction, might differ For this reason, the

software provider does not extend warranty if non-HALFEN products are used

System parameters

Approval / Design method CEN/TS 1992-4

Adjusting zone ±: Full variability

[mm]

[mm]

Utilization: 89% - Verification successful

G

Calculation Summary

Verifications for T-bolt

Verifications for cast-in channels

Verifications for concrete

Verifications:

Steel

T-bolt

Maximum tension load (T-bolt): T-bolt 1

Maximum shear load without lever arm (T-bolt): T-bolt 1

Combined load, most unfavorable bolt: 1

Anchor channel, channel lips

Maximum tension load (T-bolt): T-bolt 1

Maximum shear load without lever arm (T-bolt): T-bolt 1

Combined load, most unfavorable bolt: 1

Flexure of channel

Decisive span between Anchor 1 and Anchor 2

MEd[Nm] MRk,s,flex[Nm] Ms,flex MRd,s,flex [Nm] flex

Connection anchor - channel

Concrete

G

Tensile load - Pull-out failure

NRk,p(C12/15) [kN] ucr,N

Tensile load - Concrete cone failure

Shear load - Pry-out failure

Shear load - Concrete edge

Combined load

LF