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Search Results "MGGLB25-150"

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

Mass m Y Y-axis Yn Z-axis Zn X-axis Xn X Wa 5mm 0mm 65mm 0.88kg 210 65 111 Z Wb 42.5mm 0mm 150mm 4.35kg 150 Wc 42.5mm 111mm 150mm 0.795kg Wd 42.5mm 210mm 150mm 0.5kg Y 42.5 5 n = a, b, c, d 3 Composite center of gravity calculation 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

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

Wall mounting Wb: MGGLB25-200 (4.35 kg) x y x z LTF LTF E-MY2H25-500 LC1 LC1 3. Ceiling mounting Wc: MHL2-16D1 (0.795 kg) LC7 LC7 x y z LC8 LC8 Wa: Connection plate t = 10 (0.88 kg) Wd: Workpiece (1.0 kg) LXF LXF 2 Load Blocking Mass and Center of Gravity for Each Workpiece LXP LXP 150 42.5 Center of gravity 5 65 Workpiece no.

Wn Y Y-axis Yn Z-axis Zn X-axis Xn 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 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

Mass mn Y Y-axis Yn Z-axis Zn X-axis Xn X Wa 5mm 0mm 65mm 0.88kg 210 65 111 Z Wb 42.5mm 0mm 150mm 4.35kg 150 Wc 42.5mm 111mm 150mm 0.795kg Wd 42.5mm 210mm 150mm 0.5kg Y 42.5 5 n = a, b, c, d 3 Composite center of gravity calculation 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

Load Blocking Workpiece Weight and Center of Gravity 42.5 150 Center of gravity 5 65 Workpiece no. Wn Weight 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.

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) 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 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

Wn Weight 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 m3 = mn = 0.88 + 4.35 + 0.795 + 1.5 = 7.525kg 1 m3 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 m3 Y = x (mn x yn) 1 7.525

Wall mounting z y P. 26 Wb: MGGLB25-200 (4.35kg) x y x z MY1H40-500 3. Ceiling mounting 4.

This is a legacy product. Please contact us for the latest version.sales@ocaire.com

This is a legacy product. Please contact us for the latest version.sales@ocaire.com