SMC Corporation of America
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Search Results "MSQB70R-M9NL-XN"

(Or None in the Case of No Switch), Lock Unit Built-in Magnet: Built-in, Lock Unit Switch Type: M9NL--Solid State , Gen. Purpose, 3 Wire NPN, Horizontal, 3M

(Or None in the Case of No Switch), Lock Unit Built-in Magnet: Built-in, Lock Unit Switch Type: M9NL--Solid State , Gen. Purpose, 3 Wire NPN, Horizontal, 3M

(Or None in the Case of No Switch), Lock Unit Built-in Magnet: Built-in, Lock Unit Switch Type: M9NL--Solid State , Gen. Purpose, 3 Wire NPN, Horizontal, 3M

(Or None in the Case of No Switch), Lock Unit Built-in Magnet: Built-in, Lock Unit Switch Type: M9NL--Solid State , Gen. Purpose, 3 Wire NPN, Horizontal, 3M

(Or None in the Case of No Switch), Lock Unit Built-in Magnet: Built-in, Lock Unit Switch Type: M9NL--Solid State , Gen. Purpose, 3 Wire NPN, Horizontal, 3M

(Or None in the Case of No Switch), Lock Unit Built-in Magnet: Built-in, Lock Unit Switch Type: M9NL--Solid State , Gen. Purpose, 3 Wire NPN, Horizontal, 3M

(Or None in the Case of No Switch), Lock Unit Built-in Magnet: Built-in, Lock Unit Switch Type: M9NL--Solid State , Gen. Purpose, 3 Wire NPN, Horizontal, 3M

Wn Z Y-axis Yn Z-axis Zn X-axis Xn Wa 5 mm 0 mm 0.88 kg 65 mm 65 Wb Y 42.5 mm 0 mm 4.35 kg 150 mm Wc 42.5 mm 111 mm 0.795 kg 150 mm Wd 42.5 mm 210 mm 0.5 kg 150 mm X n = a, b, c, d 3.

Wn X-axis Xn Y-axis Yn Z-axis Zn Z X Wa 65 mm 0 mm 0.88 kg 5 mm 111 Wb 150 mm 0 mm 4.35 kg 42.5 mm 210 Y Y Wc 150 mm 111 mm 0.795 kg 42.5 mm Wd 150 mm 210 mm 0.5 kg 42.5 mm n = a, b, c, d 3.

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 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.

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.

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