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

EFFECTIVE
HEIGHT

WIND LOAD (PSF)

5

10

15

20

25

30

6' - 00"

2720

2540

2365

2195

2029

1868

6' - 06"

2680

2463

2256

2056

1864

1677

7' - 00"

2633

2376

2135

1905

1686

1476

7' - 06"

2578

2279

2003

1744

1500

1268

8' - 00"

2516

2172

1861

1575

1308

1058

8' - 06"

2446

2056

1713

1402

1116

849

9' - 00"

2366

1932

1559

1227

925

76

9' - 06"

2277

1802

1404

1054

180

10' - 00"

2179

1668

1249

494

10' - 06"

2074

1532

1001

11' - 00"

1963

1397

415

11' - 06"

1849

1212

12' - 00"

1733

780

12' - 06"

1618

386

13' - 00"

1504

23

13' - 06"

1248

14' - 00"

993

14' - 06"

758

15' - 00"

541

15' - 06"

339

16' - 00"

150
  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.