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   Willamette  StrucJoist SJ-32-42-55  

StrucJoist SJ-32-42-55 - Page 37

 

 

StrucLam Hangers

Top Mount - Single Member Hanger

Header Hanger
Single 1-3/4" x 9-1/4"

Single 1-3/4" x 9-1/2"

Single 1-3/4" x 11-1/4"

Single 1-3/4" x 11-7/8"

Single 1-3/4" x 14

WP9.25

WP9

WP11.25

WP11

WP14

 

Face Mount - Single Member Hanger
Header Hanger
Single 1-3/4" x 9-1/4"

Single 1-3/4" x 9-1/2"

Single 1-3/4" x 11-1/4"

Single 1-3/4" x 11-7/8"

Single 1-3/4" x 14

HU9

HU9

HU11

HU11

HU14

Top Mount - Double Member Hanger
Header Hanger
Double 1-3/4" x 9-1/4"

Double 1-3/4" x 9-1/2"

Double 1-3/4" x 11-1/4"

Double 1-3/4" x 11-7/8"

Double 1-3/4" x 14

Double 1-3/4" x 16

Double 1-3/4" x 18

GLTV 3.56/9.25

GLTV 3.59

GLTV 3.56/11.25

GLTV 3.511

HGLTV 3.514

HGLTV 3.516

HGLTV 3.518

 

Face Mount - Double Member Hanger
Header Hanger
Double 1-3/4" x 9-1/4"

Double 1-3/4" x 9-1/2"

Double 1-3/4" x 11-1/4"

Double 1-3/4" x 11-7/8"

Double 1-3/4" x 14

Double 1-3/4" x 16

Double 1-3/4" x 18

HGUS410

HGUS410

HGUS412

HGUS412

HGUS414

HGUS414

HGUS414

Top Mount Triple Member Hanger
Header Hanger
Triple 1-3/4" x 9-1/4"

Triple 1-3/4" x 9-1/2"

Triple 1-3/4" x 11-1/4"

Triple 1-3/4" x 11-7/8"

Triple 1-3/4" x 14

Triple 1-3/4" x 16

Triple 1-3/4" x 18

HGLTV 5.50/9.25

HGLTV 5.59

HGLTV 5.50/11.25

HGLTV 5.511

HGLTV 5.514

HGLTV 5.516

HGLTV 5.518

Face Mount -Triple Member Hanger
Header Hanger
Triple 1-3/4" x 9-1/4"

Triple 1-3/4" x 9-1/2"

Triple 1-3/4" x 11-1/4"

Triple 1-3/4" x 11-7/8"

Triple 1-3/4" x 14

Triple 1-3/4" x 16

Triple 1-3/4" x 18

HGUS 5.50/10

HGUS 5.50/10

HGUS 5.50/12

HGUS 5.50/12

HGUS 5.50/14

HGUS 5.50/14

HGUS 5.50/14

Notes:

  1. Hanger capacities may be less than the StrucLam LVL capacity. Therefore all applications need to be checked to verify adequate hanger capacity.
  2. Hanger capacity depends on the hanger selected, quantity and size of nails used and the size and type of support to which it is fastened. Please refer to hanger manufacturer's literature for capacities, installation requirements and alternative hangers.
  3. Fill all nail holes with proper nails. Full bearing required at hanger seat.
  4. The specifications above are for Simpson Strong-Tie hangers.
StrucLam LVL Bearing Length (inches)
Reaction

(Ibs.)

Beam Width Reaction

(lbs.)

Beam Width
1-3/4" 3-1/2" 5-1/4" 7" 1-3/4" 3-1/2" 5-1/4" 7"
1,000 1.50 1.50 1.50 1.50 15,000     4.25 3.25
2,000 1.75 1.50 1.50 1.50 16,000     4.50 3.50
3,000 2.50 1.50 1.50 1.50 17,000     4.75 3.50
4,000 3.50 1.75 1.50 1.50 18,000     5.00 3.75
5,000 4.25 2.25 1.50 1.50 19,000     5.25 4.00
6,000 5.00 2.50 1.75 1.50 20,000     5.50 4.25
7,000 5.75 3.00 2.00 1.50 21,000     5.75 4.50
8,000   3.50 2.25 1.75 22,000     4.50
9,000   3.75 2.50 2.00 23,000     4.75
10,000   4.25 2.75 2.25 24,000     5.00
11,000   4.50 3.00 2.25 25,000         5.25
12,000   5.00 3.50 2.50 26,000           5.50
13,000   5.50 3.75 2.75 27,000              5.75
14.000   5.75 4.00 3.00 28,000             5.75
  1. Minimum bearing length is 1-1/2".
  2. Bearing across the full width of the beam is required.
  3. Bearing lengths are based on 700 psi. Bearing length must be adjusted when allowable bearing stress of support member is less than 700 psi.
  4. Structural adequacy of supporting member is assumed.

Adjusted bearing length example

Table value = 700 psi

Fc l = 625 psi (Doug-fir species wall plate)

Ratio = 700/625 = 1.12

Example from table: Reaction = 10,000#
Beam width - 5-1/4" (3 ply LVL)
Required bearing = 2.75"

Adjusted bearing on Doug-fir species stud wall plates.

2.75 x 1.12 = 3.08"

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