Premier Floors User Manual

Page 49

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49

n

o. of

trimmer

s

tuds

d

eflection

Header

s

pan (ft.)

9’

10’

11’

12’

13’

14’

15’

16’

1

L/480

700

630

573

458

360

288

234

193

L/360

700

630

573

525

480

384

313

257

L/240

700

630

573

525

485

450

420

386

2

L/480

1085

791

594

458

360

288

234

193

L/360

1400

1055

792

610

480

384

313

257

L/240

1400

1245

792

864

720

577

469

386

Values listed for each deflection represent the least value of the bearing capacity of the trimmer

, shear or bending

capacity of the header or the actual deflection at the design load.

Refer to T

echnical Bulletin #30 for suppor

ting header

s in PBS W

all SIPs (www

.pbssips.com).

Note: T

rimmer stud design capacities must be re

vie

w

ed.

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