Simpson Strong-Tie Wood Construction Connectors

Simpson Strong-Tie ® Wood Construction Connectors

THGQ/THGQH/HTHGQ Girder Hangers for SCL or Truss Girders Attached to Truss (cont.)

2x10 min. vertical web

Min. (3) 2x required

2x6 min., 2x12 max. bottom chord

Typical THGQ3.62-SDS Installation with Minimum Vertical Web Face Fasteners

Typical THGQH5.50-SDS Installation with Maximum Vertical Web Face Fasteners

Typical HTHGQ-SDS Installation

Allowable Loads for Structural Composite Lumber (SCL)

Dimensions (in.)

Support Member

SDS Fasteners

DF/SP Allowable Loads

SPF/HF Allowable Loads

Model No.

Code Ref.

Max B.C Depth

Min. Vert. Web Size

Uplift Floor Snow Roof Wind Uplift Floor Snow Roof Wind (160) (100) (115) (125) (160) (160) (100) (115) (125) (160)

Face

Joist

W H h b

2x6 (22) 1/4 " x 3" (8) 1/4 " x 3" 2,620 6,310 6,310 6,310 6,310 2,250 5,425 5,425 5,425 5,425 2x8 (28) 1/4 " x 3" (8) 1/4 " x 3" 2,620 8,825 8,825 8,825 8,825 2,250 7,360 7,590 7,590 7,590 2x6 (26) 1/4 " x 3" (18) 1/4 " x 3" 3,525 10,920 11,080 11,080 11,080 3,030 7,800 8,970 9,530 9,530 2x8 (36) 1/4 " x 3" (18) 1/4 " x 3" 3,525 12,080 12,080 12,080 12,080 3,030 10,390 10,390 10,390 10,390 2x6 (24) 1/4 " x 4 1/2 " (8) 1/4 " x 4 1/2 " 2,620 7,315 7,315 7,315 7,315 2,250 6,295 6,295 6,295 6,295 2x8 (32) 1/4 " x 4 1/2 " (8) 1/4 " x 4 1/2 " 2,620 8,655 8,655 8,655 8,655 2,250 7,445 7,445 7,445 7,445 2x6 (28) 1/4 " x 4 1/2 " (16) 1/4 " x 4 1/2 " 3,525 10,640 10,640 10,640 10,640 3,030 8,400 9,150 9,150 9,150 2x8 (38) 1/4 " x 4 1/2 " (16) 1/4 " x 4 1/2 " 3,525 15,960 17,325 17,325 17,325 3,030 11,400 13,110 14,250 14,900 2x6 (28) 1/4 " x 6" (16) 1/4 " x 6" 3,525 11,760 12,070 12070 12,070 3,030 8,400 9,660 10,380 10,380 2x8 (38) 1/4 " x 6" (16) 1/4 " x 6" 3,525 15,565 15,565 15,565 15,565 3,030 11,400 13,110 13,385 13,385 2x10 (46) 1/4 " x 6" (16) 1/4 " x 6" 3,525 18,360 18,360 18,360 18,360 3,030 13,800 15,790 15,790 15,790

THGQ3.62-SDS (Min.) THGQ3.62-SDS (Max.) THGQH3.62-SDS (Min.) THGQH3.62-SDS (Max.) THGQ5.50-SDS (Min.) THGQ5.50-SDS (Max.) THGQH5.50-SDS (Min.) THGQH5.50-SDS (Max.) THGQH7.25-SDS (Min.)

3 5/8 16 1/16 10 2x12

3 5/8 24 1/2 11 2x12

5 1/2 17 1/4 8 1/4 2x12

—

Plated Truss Connectors

5 1/2

25 11 1/4 2x12

7 1/4 24 1/2 11 1/4 2x12

THGQH7.25-SDS (Max.)

See THGQ foonotes on p. 216.

SDS Fasteners

DF/SP Allowable Loads

Working point Max. B.C. Depth (in.)

Min. Vertical Web Size

Model No.

Uplift (160)

Down (100/115/125)

Face

Joist

6,090 9,470 10,270 12,480 11,890

(18) 1/4 " x 3" (28) 1/4 "x 3" (30) 1/4 " x 4 1/2 " (36) 1/4 " x 4 1/2 " (34) 1/4 " x 6" (40) 1/4 " x 6"

2x6 2x8 2x8

(18) 1/4 " x 3"

4,570

THGQH2 SK45

17

THGQH3 SK45

14

(18) 1/4 " x 4 1/2 "

3,875

2x10

2x8

45˚

THGQH4 SK45

13

(18) 1/4 " x 6"

3,180

2x10 13,990 1. For Hem-Fir or Spruce-Pine-Fir members, multiply tabulated allowable loads for the skewed THGQH by 0.86. Connector must be installed centered on girder vertical webs

Working point

C-C-2021 ©2021 SIMPSON STRONG-TIE COMPANY INC.

45˚

Typical THGQH2-SDS3 SK45 Installation Skewed Left (top view)

Typical THGQH2-SDS3 SK45 Installation Skewed Left

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