HAC_Technical-Guide

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Cast-In Anchor Channel Product Guide, Edition 1 • 02/2019
1. Anchor
Channel Systems
2. HAC
Portfolio
3. HAC
Applications
4. Design
Introduction
5. Base material 6. Loading
7. Anchor Channel
Design Code
8. Reinforcing
Bar Anchorage
9. Special Anchor
Channel Design
10. Design
Software
11. Best
Practices
12. Instructions
for Use
13. Field Fixes
14. Design
Example
14. DESIGN
EXAMPLES
This chapter provides a step by step detail explanation of every single failure mode of an anchor
channel with rounded head anchors.
14.1 DESIGN EXAMPLES
Figure 14.1.1 — Design example - Facade Connection
Given:
Floor - Floor height = 10.5’
Mullion Spacing = 5’
DL = 14 psf
Wind Pressure (ASD) = 40psf
Code = ASCE 7-10
Snap shot from structural notes
Figure 14.1.2 — Design example – Structural notes
Figure 14.1.3 — Design example – Bracket Plan View
Figure 14.1.4 — Design example – Bracket Section View
Seismic provision will not apply since the project is located in
SDC B.
Concrete ----
f
΄c
= 6000psi
c
a1
=5.00”
λ=1.0 (normal weight concrete)
HAC-50 106/350 F is used with (2) HBC-C 8.8F, M16x60
h
ef
= 4.173 in.
Length: 13.8 in., anchor spacing: 5.906 in., projection: 0.984 in.,
width: b
ch
= 1.650 in., height: h
ch
= 1.220 in.
Please refer to chapter 02 for properties of the channel.