MY1 Wn Y-axis Yn Z-axis Zn X-axis Xn Z X Wa 0 mm 5 mm 0.88 kg 65 mm 111 Wb 0 mm 42.5 mm 4.35 kg 150 mm 210 Y Y Wc 111 mm 42.5 mm 0.795 kg 150 mm Wd 210 mm 42.5 mm 0.5 kg 150 mm n = a, b, c, d 3.
Size: 30, Shock Absorber: H (Shock Absorber for High Energy), Port Location: 2 (Standard 180°), Auto Switch: M9PW--Solid State, 2-color Indication, 3 Wire PNP, Lead Wire or Prewired Connector: L (3m)
Size: 30, Shock Absorber: H (Shock Absorber for High Energy), Port Location: 2 (Standard 180°), Auto Switch: M9PW--Solid State, 2-color Indication, 3 Wire PNP, Lead Wire or Prewired Connector: MAPC (1.0m Cord Length, M8-3 Pin Connector)
Size: 30, Shock Absorber: H (Shock Absorber for High Energy), Port Location: 2 (Standard 180°), Auto Switch: No Switch, Lead Wire or Prewired Connector: 0.5m [Or None in the Case of No Switch], Number: 2 pcs. [Or None in the Case of No Switch], Thread Type: XF (G 1/8)
Size: 30, Shock Absorber: Shock Absorber for High Energy, Port Location: Standard 180°, Auto Switch: M9PW--Solid State, 2-color Indication, 3 Wire PNP, Lead Wire or Prewired Connector: 3m, Number: -, Thread Type: -
Size: 30, Shock Absorber: Shock Absorber for High Energy, Port Location: Standard 180°, Auto Switch: M9PW--Solid State, 2-color Indication, 3 Wire PNP, Lead Wire or Prewired Connector: 1.0m Cord Length, M8-3 Pin Connector, Number: -, Thread Type: -
Size: 30, Shock Absorber: Shock Absorber for High Energy, Port Location: Standard 180°, Auto Switch: No Switch, Lead Wire or Prewired Connector: 0.5m [Or None in the Case of No Switch], Number: 2 pcs. [Or None in the Case of No Switch], Thread Type: G 1/8
Mass X-axis Y-axis Z-axis mn Wn X 1 xn xa xb xc xd yn ya yb yc yd zn za zb zc zd mt = x 3 (mn x xn) @ Wa Wb Wc Wd ma mb mc md Y 1 mt = x 3 (mn x yn) . 1 mt = x 3 {mn x (A + zn)} ; Z (n = a,b,c,d) Refer to the following sections 1 to 4 to calculate the center of gravity and the total load. Refer to front matter 7 for detailed selection procedure.
Wn Mass mn X-axis xn xa xb xc xd Y-axis yn ya yb yc yd Z-axis zn za zb zc zd X 1 mt = x (mn x xn)w Wa Wb Wc Wd ma mb mc md Y 1 mt = x (mn x yn)e D1 mt = x {mn x (A + zn)} r Z -X (n = a,b,c,d) Refer to the following sections 1 to 4 to calculate the center of gravity and the total load.
The MSQ compact rotary table is ideal for material transfer applications. It incorporates load bearings and a mounting face with a rack-and-pinion style rotary actuator. The seven sizes are 10, 20, 30, 50, 70, 100, and 200 with rotational adjustments from 0-190 degrees, and auto switch capability. Additional features include a hollow shaft and direct load mounting possibility. Rotary table
Pilot operator lnternal xn-Externai I Special order Series NVFR3O0O:Base Mounted Tlpe Manifo ld Specificutions aLead wires ol solenoid vah are connected with the terminals on upper surface of lerminal block, corresponding lead wirs lrom power aource can be wired at the bottom ot brminal b,ock.
Pilot operator lnternal xn-Externai I Special order Series NVFR3O0O:Base Mounted Tlpe Manifo ld Specificutions aLead wires ol solenoid vah are connected with the terminals on upper surface of lerminal block, corresponding lead wirs lrom power aource can be wired at the bottom ot brminal b,ock.
Wn Mass mn X-axis Xn Y-axis Yn Z-axis Zn Z X Wa 0.88 kg 65 mm 0 mm 5 mm 111 Wb 4.35 kg 150 mm 0 mm 42.5 mm Y 210 Y Wc 0.795 kg 150 mm 111 mm 42.5 mm Wd 1.5 kg 150 mm 210 mm 42.5 mm n = a, b, c, d 3 Composite Center of Gravity Calculation m3 = mn = 0.88 + 4.35 + 0.795 + 1.5 = 7.525 kg m3 1 X = x (mn x xn) 7.525 1 = (0.88 x 65 + 4.35 x 150 + 0.795 x 150 + 1.5 x 150) = 140.1 mm m3 1 Y = x
Load Blocking Mass and Center of Gravity for Each Workpiece 5 42.5 65 150 Center of gravity Mass mn Workpiece Wn Y-axis Yn X-axis Xn Z-axis Zn Z X Wa 0 mm 5 mm 0.88 kg 65 mm 111 210 Wb 0 mm 42.5 mm 4.35 kg 150 mm Y Y Wc 111 mm 42.5 mm 0.795 kg 150 mm Wd 210 mm 42.5 mm 0.5 kg 150 mm n = a, b, c, d 3.
Wn Y Y-axis Yn X-axis Xn Z-axis Zn X Wa 65 mm 0 mm 5 mm 0.88 kg 210 65 150 111 Z Wb 150 mm 0 mm 42.5 mm 4.35 kg Wc 150 mm 111 mm 42.5 mm 0.795 kg Wd 150 mm 210 mm 42.5 mm 0.5 kg Y 42.5 5 n = a, b, c, d 3.
Wn Y X-axis Xn Y-axis Yn Z-axis Zn X Wa 5 mm 0 mm 65 mm 0.88 kg 210 65 150 111 Z Wb 42.5 mm 0 mm 150 mm 4.35 kg Wc 42.5 mm 111 mm 150 mm 0.795 kg Wd 42.5 mm 210 mm 150 mm 0. 5kg Y 42.5 5 n = a, b, c, d 3 Composite Center of Gravity Calculation m1 = mn = 0.88 + 4.35 + 0.795 + 0.5 = 6.525 kg 1 m1 X = x (mn x xn) 1 6.525 = (0.88 x 65 + 4.35 x 150 + 0.795 x 150 + 0.5 x 150) = 138.5 mm 1 m1 Y
(Wn) Mass (mn) Y-axis Yn Z-axis Zn X-axis Xn LXS LXS Z X Wa 5 mm 0 mm 0.88 kg 65 mm LC6m LC6m 111 Wb 42.5 mm 0 mm 4.35 kg 150 mm Y 210 Y Wc LZm LZm 42.5 mm 111 mm 0.795 kg 150 mm Wd 42.5 mm 210 mm 1.0 kg 150 mm LC3F2 LC3F2 n = a, b, c, d 3 Calculation of Composite Center of Gravity Xm Xm m3 = mn = 0.88 + 4.35 + 0.795 + 1.0 = 7.025 kg D-m D-m E-MY E-MY 1 m3 X = x (mn x xn) 1 7.025 = (0.88
(Wn) Weight (mn) Y-axis Yn Z-axis Zn X-axis Xn Z X Wa 5 mm 0.88 kg 0 mm 65 mm 111 Wb 42.5 mm 4.35 kg 0 mm 150 mm Y 210 Y Wc 42.5 mm 0.795 kg 111 mm 150 mm Wd 42.5 mm 1.0 kg 210 mm 150 mm n = a, b, c, d 3 Calculation of composite center of gravity m3 = mn = 0.88 + 4.35 + 0.795 + 1.0 = 7.025 kg 1 m3 X = x (mn x xn) 1 7.025 = (0.88 x 65 + 4.35 x 150 + 0.795 x 150 + 1.0 x 150) = 139.4 mm 1
Wn Mass mn X-axis Xn Y-axis Yn Z-axis Zn Z X Wa 0.88kg 65mm 0mm 5mm 111 Wb 4.35kg 150mm 0mm 42.5mm Y 210 Y Wc 0.795kg 150mm 111mm 42.5mm Wd 0.5kg 150mm 210mm 42.5mm n = a, b, c, d 3 Calculation of composite center of gravity m = mn = 0.88 + 4.35 + 0.795 + 0.5 = 6.525kg 1 m X = x (mn x xn) 1 6.525 = (0.88 x 65 + 4.35 x 150 + 0.795 x 150 + 0.5 x 150) = 138.5mm 1 m Y = x (mn x yn) 1 6.525
Wn Mass mn X-axis Xn Y-axis Yn Z-axis Zn Z X Wa 0.88kg 65mm 0mm 5mm 111 Wb 4.35kg 150mm 0mm 42.5mm Y 210 Y Wc 0.795kg 150mm 111mm 42.5mm Wd 1.5kg 150mm 210mm 42.5mm n = a, b, c, d 3 Composite center of gravity calculation m = mn = 0.88 + 4.35 + 0.795 + 1.5 = 7.525kg 1 m X = x (mn x xn) 1 7.525 = (0.88 x 65 + 4.35 x 150 + 0.795 x 150 + 1.5 x 150) = 140.1mm 1 m Y = x (mn x yn) 1 7.525