Installation Guide

Titen Turbo
™
Concrete and Masonry Screw Anchor
Easy, fast, reliable — you’ve got to drive it to believe it!
© 2020 Simpson Strong-Tie Company Inc. F-A-TNT20
6
Titen Turbo
™
Screw Anchor — Installation Tool
Six-piece kit includes:
• 6-lobe bit socket
• T25 and T30 bits
• ¼ ” and ⁄ ” hex sockets
• Canvas storage bag
Titen Turbo Installation Tool
Model
No.
Quantity
Clamshell
Carton
TNTINSTALLKIT 1 4
Titen Turbo Shear Strength Design Data
1
Into Concrete
Characteristic Symbol Units
Nominal Anchor Diameter (in.)
3/16 ¼
Anchor Category
1, 2 or 3
—
1
Embedment Depth
h
nom
in.
1
¾
1
¾
Steel Strength in Shear
Shear Resistance of Steel V
sa
lb. 475 720
Strength Reduction Factor — Steel Failure
φ
sa
— 0.60
2
Concrete Breakout Strength in Shear
Outside Diameter
d
a
in.
0.129
0.164
Load Bearing Length of Anchor in Shear l
e
in. 1.25 1.20
Strength Reduction Factor — Concrete Breakout Failure
φ
cb
— 0.70
3
Concrete Pryout Strength in Shear
Coefficient for Pryout Strength
k
cp
—
1.0
Strength Reduction Factor — Concrete Pryout Failure
φ
cp
—
0.70
4
1. The information presented in this table is to be used in conjunction with the
design criteria of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D.
2. The tabulated value of φ
sa
applies when the load combinations of Section
1605.2 of the IBC, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2 are
used. If the load combinations of ACI 318-11 Appendix C are used, the
appropriate value of φ must be determined in accordance with ACI 318-11
Section D.4.4.
3. The tabulated value of φ
cb
applies when both the load combinations of
Section 1605.2 of the IBC, ACI 318-14 Section 5.3 or ACI 318-11 Section
9.2 are used and the requirements of ACI 318-14 Section 17.3.3 (c) or ACI
318-11 Section D.4.3, as applicable, for Condition B are met. Condition B
applies when supplementary reinforcement is not provided. For installations
where complying supplementary reinforcement can be verified, the φ
cb
factor
described in ACI 318-14 Section 17.3.3 (c) or ACI 318-11 Section D.4.3, as
applicable, for Condition A are allowed. If the load combinations of
ACI 318-11 Appendix C are used, the appropriate value of φ must be
determined in accordance with ACI 318-11 Section D.4.4.
4. The tabulated value of φ
cp
applies when both the load combinations of
Section 1605.2 of the IBC, ACI 318-14 Section 5.3 or ACI 318-11 Section
9.2 are used and the requirements of ACI 318-14 Section 17.3.3 (c) or ACI
318-11 Section D.4.3 (c) for Condition B are met. If the load combinations
of ACI 318-11 Appendix C are used, the appropriate value of φ must be
determined in accordance with ACI 318-11 Section D.4.4 (c).
Installation Sequence
1¾" max.
½" min.
Titen
®
Screw Anchor — Drill Bits
Size
(in.)
Model
No.
Use With Quantity
Screw Length Box Carton
⁄ x 3 ½
MDB15312
⁄ "
diameter
To 1 ¾
12 48
⁄ x 4 ½
MDB15412
To 3 ¼
⁄ x 5 ½
MDB15512 To 4
⁄ x 3 ½
MDB18312
¼ "
diameter
To 1 ¾
12 48
⁄ x 4 ½
MDB18412
To 3 ¼
⁄ x 5 ½
MDB18512 To 4
SDS-Plus
®
Drill Bits
Size
(in.)
Model
No.
For Screw
Diameter
(in.)
Drilling
Depth
(in.)
Overall
Length
(in.)
⁄ x 6
MDPL01506H
⁄
3 
6
⁄ x 7
MDPL01507H
4 
7
⁄ x 5
MDPL01805H
¼
2 
5
⁄ x 6
MDPL01806H
3 
6
⁄ x 7
MDPL01807H
4 
7
Titen drivers are sold individually.
Titen Turbo Screw Anchor Installation Kit