Product Overview

Beam Load Data x-x Axis
Beam Allowable Resulting Allowable Load
Span Load Deflection @ Deflection=
in lbs* in 1/240 Span
12 4203 0.012 4203
24 2099 0.050 2099
36 1396 0.112 1396
48 1044 0.200 1044
60 831 0.312 664
72 689 0.450 456
84 587 0.612 330
96 510 0.799 248
108 450 1.012 190
120 401 1.249 149
Beam Load Data x-x Axis
Beam Allowable Resulting Allowable Load
Span Load Deflection @ Deflection=
in lbs* in 1/240 Span
12 7033 0.013 7033
24 3511 0.051 3511
36 2335 0.115 2335
48
1745
0.205
1705
60 1389 0.320 1082
72 1151 0.460 742
84 980 0.627 536
96
851
0.819
401
108
749
1.036
307
120 668 1.279 239
BTS22TH
BTS22TH & B22TH
TELESCOPING MEMBERS OF EQUAL LENGTH
*Based on simple beam condition using an allowable design stress of 25,000 psi (172 MPa) with adequate lateral bracing (see page 11 for
further explanation).
T
o determine concentrated load capacity at mid span, multiply uniform load by 0.5 and corresponding deflection by 0.8.
Beam Load Data x-x Axis
Beam Allowable Resulting Allowable Load
Span Load Deflection @ Deflection=
in lbs* in 1/240 Span
12 2225 0.015 3225
24 1610 0.061 1610
36 1071 0.136 1071
48
800 0.243 658
60 637 0.379 417
72 528 0.546 286
84 449 0.743 206
96 390 0.970 153
108 344 1.228 116
120 306 1.516 90
B22TH
Beam
Span
Beam
Span
Beam
Span
B22TH
BTS22TH
BTS22TH & B22TH
BEAM LOADING DATA
Reference page 14 for general fitting and standard finish specifications.
Channel & Combinations
Telescoping Channel
39