4 ½" EMERCOR STRUCTURAL INSULATED PANEL (SIP)
Axial Loading (pounds/linear foot)
(OSB/Drywall)

EFFECTIVE
HEIGHT

WIND LOAD (PSF)

5

10

15

20

25

30

6' - 00"

1174

1036

905

780

660

545
6' - 06"

1142

978

826

683

548

419

7' - 00"

1106

915

742

582

230

7' - 06"

1065

847

654

257

8' - 00"

1019

775

500

8' - 06"

968

701

9' - 00"

913

506

9' - 06"

856

125

10' - 00"

796

10' - 06"

687

11' - 00"

460

11' - 06"

255

12' - 00"

68
  1. The maximum axial load in (pounds per linear foot of wall) is based on the short-term load duration.
  2. The lateral load deflection is limited to L/180
  3. "Empty Cells" imply no safe axial wall load for these combinations of span and wind load.