Engineering Data TS/HTS Series

The values listed in the Load Chart have been formulated for standardlength saddles for convience in proper slilde selection. The forces ( P )and moments ( M ) in Figure 1 have been shown as positive in a righthand coordinate system. Application forces and moments should be summed using a consistant sign convention.

– P

z

+ P

z
LOAD CAPACITY

+ P

y

– P

y

W

–

(lb)

P

z

+

(lb)

P

z

+

(lb)

P

y

–

(lb)

P

y (in*lb)

M

x (in*lb)

M

y (in*lb)Width

M

z TS2 – 3 – 3/4TS2 – 4 – 1TS2 – 6 – 2 TS3 – 4 – 1 TS3 – 5 – 1 TS3 – 6 – 2TS4 – 6 – 1TS4 – 8 – 2 TS4 – 12 – 3 TS6 – 8 – 2 TS6 – 12 – 4TS6 – 16 – 4HTSA4 – 8 – 2 HTSA4 – 12 – 4 HTSA6 – 12 – 4 HTSA6 – 16 – 6HTSA8 – 16 – 6HTSA8 – 24 – 12 44 59 78 71 94 94 156 187 281 291 386 581 198 261 409 508 750 896 22 30 40 36 47 47 78 93 140 145 193 290 100 130 205 254 375 400 13 17 23 17 23 23 38 46 70 58 77 116 58 77 92 116 116 139 6 8 11 8 11 11 19 23 35 29 38 58 28 38 46 58 58 70 12 16 22 31 42 42 91 109 163 258 343 522 113 148 355 440 839 1002 19 25 34 40 54 54 118 141 212 267 354 533 167 221 397 493 322 381 6 11 18 11 18 18 39 55 119 70 121 265 78 132 158 247 255 355

W

DEFINITIONS

M

x = Moment about x axis (in*lb)

M

y = Moment about y axis (in*lb)

M

z = Moment about z axis (in*lb)

P

x = Load in the x direction

P

y = Load in the y direction

P

z = Load in the z direction x = Moment arm distance (in) y = Moment arm distance (in) z = Moment arm distance (in)

M

x =

P

z (y) –

P

y (z)

M

y =

P

x (z) –

P

z (x)

M

z =

P

y (x) –

P

x (y)

M

z

P

x

M

y

P

y

P

z

M

x y Fig. 1xyxzyz xz
33