Product Technical Guides : US-EN Cast-In Anchor Channel Fastening Technical Guide | Page 384

1. Anchor Channel Systems Code 2. HAC Portfolio 3. HAC Applications Discussion 4. Design Introduction 5. Base material 6. Loading Calculations Step 3: Determination of worst tolerance Please note that the t-bolt forces are applied all along the channel length and the forces at anchors are determined. Then the worst case utilization report will be printed out in profis anchor channel software. Therefore the bracket can be located any where along the available channel length. The anchor element forces are evaluated in this example at the worst location along the channel length. 7. Anchor Channel Design Code 8. Reinforcing Bar Anchorage Code 9. Special Anchor Channel Design 10. Design Software Discussion 11. Best Practices 12. Instructions for Use 13. Field Fixes 14. Design Example Calculations Step 3: Determination of worst tolerance The worst utilization is obtained at 2.896”. The tolerance interval is -11.812” and 11.812” (13.8”-(2x0.984”). ESR-3520 Section 4.1.2.2 The T-bolt #1 tension force (850 lb) will have an influence on each anchor element as shown below. The tension forces on anchor elements #1, #2 and #3 resulting from this influence will be defined as N ua1,1 , N ua1,2 and N ua1,3 respectively. The influence factor A 1, #x corresponds to the influence on anchor element #x from T-bolt #1. The parameter “s” corresponds to the spacing between each anchor element. The parameter ℓ in corresponds to the influence length for T-bolt #1. h ef = 4.173 in. Channel specification Length: 13.8 in., anchor spacing s: 5.906 in., projection: 0.984 in., width: b ch = 1.650 in., height: h ch = 1.220 in. I y = 0.0796 in. 4 s = 5.906 in. ℓ in = 4.93x(0.0796 in. 4 ) 0.05 (5.906 in) 0.5 ℓ in =10.56 in The T-bolt #2 tension force (850 lb) will have an influence on each anchor element as shown below. The tension forces on anchor elements #1, #2 and #3 resulting from this influence will be defined as N ua2,1 , N ua2,2 and N ua2,3 respectively. The influence factor A #x,2 corresponds to the influence on anchor element #x from T-bolt #2. The parameter “s” corresponds to the spacing between each anchor element. The parameter ℓ in corresponds to the influence length for T-bolt #2. Figure 14.1.9 — Design example – Profis anchor channel - 3D Back View Figure 14.1.11 — Design example – Anchor Tension Forces Figure 14.1.10 — Design example – Profis anchor channel - 3D Front View 384 Cast-In Anchor Channel Product Guide, Edition 1 • 02/2019 385