beam pocket logo


A. STRUCTURAL DATA




2. WHAT IS THE DEAD LOAD RATING OF THE BP BEARING PLATE?

The Beam Pocket provides support for the dead weight of the beam before leveling and grouting.

The BP-SMALL and BP-ICF models come with a 1/4 in bearing plate.
The bearing plate will support a point load of 3 kps or 3000 pounds of
dead load - not design load - before grouting the bearing plate.
This would equal a total unloaded dead weight of the beam at 6000 pounds - Max for 1/4 in plate.

The BP-LARGE model comes with a 3/8 in bearing plate.
The bearing plate will support a point load of 5.1 kps or 5100 pounds before grouting
below the bearing plate. This would equal a total unloaded dead weight
of the beam at 10,200 pounds - Max for 3/8 in plate.

If you have a point load more 5100 pounds - (the weight of the beam is more than 10,200 lbs)
give us a call and we can supply you with a 1/2 in bearing plate which will hold 9.1 kps or 9100 pounds each end.
For a total beam dead weight of 18,200 lbs.

bp beam pocket bearing
5100 lb point dead load for 3/8 in plate
BP-LARGE Beam Pocket
1/2 in plate is available
bp beam pocket bearing
3000 pd point dead load for 1/4 in plate
BP-SMALL Beam Pocket
1/2 in plate is available

3. WHAT IS THE DESIGN LOAD OF EACH MODEL ?

The Beam Pocket directly distributes the bearing load directly into the concrete with a vertical vector.

The BP-SMALL and BP-ICF models with a 1/4 in bearing plate and
grout installed can support 124,800 lbs or 124 k.

The BP-LARGE with a 3/8 in bearing plate and
grout installed can support 164,000 lbs or 166 k.

Heavier bearing plates can be supplied with
the BP-SMALL Model and the BP-LARGE Model.

bp30 beam pocket design load
BP-SMALL model and BP-ICF MODEL
124800 max design load
bp70 beam pocket design load
BP-LARGE model
166400 max design load

4. STRUCTURAL CALC FOR COMPARSIONS - EMBED PLATE

The diagram below is the loading on an embed plate from software developed by manufacturer of the embed plate studs.

EMBED PLATE COMPARSION
Comparsion EMBED Plate loading 74000 max loading

5. REVIEW BY YOUR STRUCTURAL ENGINEER

Please have your structural engineer review the following:

a. The maximum point dead load on the pocket should not exceed the limits as indicated in Section 2 above.
The design load limits should not exceed the limits in section 3 above.

b. The rebar pattern behind, to the sides and below the beam pocket should be designed by your structural engineer.

c. The expansion and contraction requirements of the beam to be placed in the beam pocket.

d. The type and strength of the structural grout to be placed in the beam pocket.

e. Verify that the size of the anchor bolts meet their requirements.
The LARGE model uses 3/4 in dia anchor bolts. The SMALL and ICF models use 1/2 in dia anchor bolts. A307/ A36 .


5. ASSEMBLY OF THE BP-LARGE Beam Pocket Model

Click on the link below for the assembly video of the beam pocket.

ASSEMBLY OF THE BP-LARGE Beam Pocket Model




B. LEED

Wood and styrofoam voids generate a lot of waste with little or no possibility for recyclying. With embed plates, welding adds to carbon CO2 exhausts and VOC gas.

All the components in BP Series Beam Pocket are pre and post consumer recyclable, it can add to an overall LEED positive rating.

LEED 4.1
CHARACTERISTICS
BP-SERIES
Beam Pocket
WOOD VOID
POCKET
STYRO FOAM
POCKET
EMBED
PLATE
percentage of material-
pre-consumer use that is recyclable
100% 0% 0% 100%
percentage of material-
post-consumer use that is recyclable
100% 0% 0% 100%
percentage of product
to be disposed after installation
3% -(1) 100% -(2) 100% 3% -(3)
percentage of product
that is released as CO2 upon disposal
3% -(1) 100% 100% 3% -(3)
percentage of product
that is recyclable after building expiration
100% 0% 0% 100%
percentage of product
that is subject to construction waste disposal
3% 100% 100% 3% -(3)
gas emission potential
welding process
0% 0% -(2) 0% -(2) 100%
co-2 potential release during installation
welding process
0% 0% -(2) 0% -(2) 100%
low gas emitting materials
in product manufacturing
95% 10% -(2) 0% -(2) 50% - (4)
pollution potential
from disposal
5% 90% 95%
VOC potential 5% 80% -(2) 90% 30% - (4)
notes
1- only if cardboard package is not recycled
2 - depends of wood disposal method - landfill or burning
3 - depends on shipping container or strapping
4 - depends on type of welding for stud placement


C. Made in AMERICA

All the parts in BP Series Beam Pocket are made in USA. All the labor to cut, bend and assemble the parts are performed in Colorado. All of the design and engineering work is performed in Colorado.


D. POOR BEAM TO WALL CONNECTIONS

The following are examples of beam pocket problems from construction photos on the web.


BP1
POOR CONTACT BETEWEEN
BEAM FLANGE AND CONCRETE WALL---
SLOPED SHIMS
BELOW BEAM
BP2
POOR WEIGHT DISTRIBTUION
STAGGERED SHIMS BELOW BEAM
BACK OF POCKET BROKEN OUT
BP5
BEAM POCKET LOCATED WRONG
AND CHIPPED OUT
SHIMS NOT LOADING VERTICAL
NO WELDS ON STACKED SHIMS
BP6
WOOD BEAM LACKS BEARING AREA
UNTREADTED BEAM IN CONTACT
CONCRETE AND GROUT
WILL START ROTTING OUT BEAM
WOOD SHIM UNACCEPTABLE
BP6
POST POUR CUTTING WILL WEAKEN CONC
CUTTING PATTERN CAN ALLOW CONC SHEAR
WOOD SHIM UNACCEPTABLE
BP6
TOO MANY SHIMS OFF CENTER
BACK OF POCKET BROKEN OUT
POOR STACKING UNSTABLE
BP6
POCKET EDGES AND BOTTOM BROKEN
NO GROUTING
UNSTABLE BEAM BASE
BP6
POCKET EDGES AND BOTTOM BROKEN
NO GROUTING
NO PROTECTION OF THE WOOD BEAM