5' - 9' BEAMS

Spans 5'-9" to 9'-9" Lightweight - only 28lbs!

STANDARD BEAMS

Spans to 21' Lightweight - approximately 4bs per lineal foot extended

3-PIECE BEAMS

Spans to 25'
Design on application

Lightweight • Faster to Handle • Sturdy • High Strength Structural Aluminum Alloy

Supports Slabs of Any Size and Thickness • Saves Time & Money • Less Setup Time

Easily Adjusted to Required Length • Easy to Set • Easy to Strip • No Special Tools

Engineering and Field Service Available

SPACINGS

Thickness of Slab (inches)

Total Wt incl LL. & Forms

8"

12"

16"

19.2"

24"

36"

48"
4
100
 9'9" 9'9" 9'9" 9'9" 9'9" 9'4" 7'11"
5 113 9'9" 9'9" 9'9" 9'9" 9'9" 8'9" 7'0"
6 125 9'9" 9'9" 9'9" 9'9" 9'9" 8'4" 6'4"
7 138 9'9" 9'9" 9'9" 9'9" 9'9" 7'8" 5'9"
8 150 9'9" 9'9" 9'9" 9'9" 9'4" 7'0" -
9 163 9'9" 9'9" 9'9" 9'9" 8'10" 6'6" -
10 175 9'9" 9'9" 9'9" 9'9" 8'7" 6'0" -
11 188 9'9" 9'9" 9'9" 9'9" 8'5" - -
12 200 9'9" 9'9" 9'9" 9'9" 7'10" - -

30 lbs. per sq. ft. • Bending Moment 3600 ft. lbs. • End Reaction 1750 lbs. Average Safety Factor: 3.00
DESIGN NOTES:

1. Total live load and form weight: 50 psf.
2. Maximum bending moment: 3240 ft. lbs.
3. Maximum end reaction: 1575 lbs.
4. 5'-9' beam adjustment range: 5'9" minimum/ 9'9" maximum.

For specific applications, consult with EDC Engineering.

SPACINGS

Thickness of Slab (inches)

Total Wt incl LL. & Forms

8"

12"

16"

19.2"

24"

36"

48"
4
100
 21'0" 21'0" 21'0" 20'9" 18'7" 15'2" 13'2"
5 113 21'0" 21'0" 21'0" 19'5" 17'6" 14'4" 12'0"
6 125 21'0" 21'0" 20'4" 18'7" 16'8" 13'7" 10'10"
7 138 21'0" 21'0" 19'5" 17'9" 15'7" 13'1" 9'10"
8 150 21'0" 21'0" 18'7" 17'0" 15'2" 12'0" 9'0"
9 163 21'0" 20'8" 17'10" 16'4" 14'9" 11'1" 8'4"
10 175 21'0" 19'11" 17'3" 15'9" 14'0" 10'3" 7'9"
11 188 21'0" 19'2" 16'8" 15'2" 13'7" 9'7" 7'4"
12 200 21'0" 18'7" 16'1" 14'8" 13'2" 9'0" 6'9"

40 lbs. per sq. ft. • Bending Moment 9600 ft. lbs. • End Reaction 3000 lbs. Average Safety Factor: 2.28
DESIGN NOTES:

1. Total live load and form weight: 50 psf.
2. Maximum bending moment: 8640 ft. lbs.
3. Maximum end reaction: 2700 lbs.
4. Standard Hico beam adjustment ranges:
TYPE ADJUSTMENT RANGE*
610 6'6" to 10'6"
915 9'0" to 15'0"
1119 11'0" to 19'0"
1321 13'0" to 21'0"
3-pc beam to 25'
*approximate

For specific applications, consult with EDC Engineering.

Use of this product is subject but not limited to the requirements of ACI 1318 and 347.

NOTE: Final shoring layouts should always be reviewed and approved by a Licensed Professional Engineer prior to installation.