EWP Hangers - USP Connectors

Multi-Purpose Framing Angles – MP34, MPA1 & MPF cont.
MP6F
MP4F
Embossed plate lines
Type 1
V
H
MP4F = 3˝
MP6F = 3 3 /4˝
© Copyright 2013 USP Structural Connectors ®
Embossed plate line
guides placement
USP
Stock No.
MP4F
Sheathing
Typical MP_F
installation
Type 2
Fastener Schedule 3,5,6
Factored Resistance 1,3,4
Steel Installation Header or Stud Joist or Plate Direction DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN)
Ref. No. Gauge Type 2 Qty Type Qty Type of Load 2 100% 115% 100% 115% 100% 115% 100% 115%
Figure 1
6 8d x 1-1/2 6 8d x 1-1/2 F1 1115 1280 4.96 5.69 790 910 3.51 4.05
6 8d x 1-1/2 6 8d x 1-1/2 F2 1300 1300 5.78 5.78 925 925 4.11 4.11
6 8d x 1-1/2 3 8d x 1-1/2 A1 685 785 3.05 3.49 485 555 2.16 2.47
Figure 2 6 8d x 1-1/2 3 8d x 1-1/2 B1 510 585 2.27 2.60 360 415 1.60 1.85
6 8d x 1-1/2 3 8d x 1-1/2 C1 525 600 2.34 2.67 370 425 1.65 1.89
6 8d x 1-1/2 6 8d x 1-1/2 A2 830 955 3.69 4.25 590 675 2.62 3.00
Figure 3 6 8d x 1-1/2 6 8d x 1-1/2 B2 460 525 2.05 2.34 325 375 1.45 1.67
6 8d x 1-1/2 6 8d x 1-1/2 C2 610 705 2.71 3.14 435 500 1.94 2.22
Figure 1
6 N8-GC 6 N8-GC F1 1115 1280 4.96 5.69 790 910 3.51 4.05
6 N8-GC 6 N8-GC F2 1300 1300 5.78 5.78 925 925 4.11 4.11
6 N8-GC 3 N8-GC A1 685 785 3.05 3.49 485 555 2.16 2.47
Figure 2 6 N8-GC 3 N8-GC B1 510 585 2.27 2.60 360 415 1.60 1.85
6 N8-GC 3 N8-GC C1 525 600 2.34 2.67 370 425 1.65 1.89
6 N8-GC 6 N8-GC A2 830 955 3.69 4.25 590 675 2.62 3.00
Figure 3 6 N8-GC 6 N8-GC B2 460 525 2.05 2.34 325 375 1.45 1.67
6 N8-GC 6 N8-GC C2 610 705 2.71 3.14 435 500 1.94 2.22
4 8d x 1-1/2 4 8d x 1-1/2 F1 855 985 3.80 4.38 610 700 2.71 3.11
4 8d x 1-1/2 4 8d x 1-1/2 F2 1025 1025 4.56 4.56 725 725 3.23 3.23
4 8d x 1-1/2 4 8d x 1-1/2 F3 555 635 2.47 2.82 395 450 1.76 2.00
Type 1
Type 2
Type 1
Type 2
Type 1
Type 2
Type 1
Type 2
6
6
6
6
6
6
6
6
8d x 1-1/2
8d x 1-1/2
8d
8d
8d x 1-1/2
8d x 1-1/2
8d
8d
6
6
6
6
6
6
6
6
8d x 1-1/2
8d x 1-1/2
8d
8d
8d x 1-1/2
8d x 1-1/2
8d
8d
V
V
V
V
V
V
V
V
1380
1380
1380
1380
995
995
995
995
1585
1585
1585
1585
1145
1145
1145
1145
6.14
6.14
6.14
6.14
4.43
4.43
4.43
4.43
7.05
7.05
7.05
7.05
5.09
5.09
5.09
5.09
980
980
980
980
705
705
705
705
1125
1125
1125
1125
815
815
815
815
4.36
4.36
4.36
4.36
3.14
3.14
3.14
3.14
5.00
5.00
5.00
5.00
3.63
3.63
3.63
3.63
6
6
6
6
6
6
6
6
8d x 1-1/2
8d x 1-1/2
8d
8d
8d x 1-1/2
8d x 1-1/2
8d
8d
6
6
6
6
6
6
6
6
8d x 1-1/2
8d x 1-1/2
8d
8d
8d x 1-1/2
8d x 1-1/2
8d
8d
H
H
H
H
H
H
H
H
1380
1380
1380
1380
995
995
995
995
1585
1585
1585
1585
1145
1145
1145
1145
6.14
6.14
6.14
6.14
4.43
4.43
4.43
4.43
7.05
7.05
7.05
7.05
5.09
5.09
5.09
5.09
980
980
980
980
705
705
705
705
1125
1125
1125
1125
815
815
815
815
4.36
4.36
4.36
4.36
3.14
3.14
3.14
3.14
5.00
5.00
5.00
5.00
3.63
3.63
3.63
3.63
MPA1 A35 18
MPA1-GC -- -- 18
MP34 A34 18 Figure 4
MP4F LTP4 20
MP6F LTP5 20
1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code.
2) Refer to drawings for installation type and definition of the various load directions.
3) If installing MP4F or MP6F over plywood, use 8d common nails for 100% of table load.
4) Factored resistances are shown per angle. When using a single anchor, joist must be constrained from rotation.
5) Minimum nail embedment shall be 8 nail diameters (typ).
6) NAILS:
4 1 /4˝
MP_F
MP4F = 1˝
MP6F = 1 3 /4˝
Angles & Straps
1-800-328-5934 • www.USPconnectors.com 67
USP2240-131