146002 The resultant of two forces acting at an angle of \(120^{\circ}\) is \(10 \mathrm{~kg}\)-wt and is perpendicular to one of the forces. That force is:

146003 A steel wire can withstand a load up to \(2940 \mathrm{~N}\). A load of \(150 \mathrm{~kg}\) is suspended from a rigid support. The maximum angle through which the wire can be displaced from the mean position, so that the wire does not break when the load passes through the position of equilibrium, is

146005 Forces of \(5 \mathrm{~N}, 12 \mathrm{~N}\) and \(13 \mathrm{~N}\) are in equilibrium. If \(\sin 23^{\circ}=\frac{5}{13}\), then the angle
between \(5 \mathrm{~N}\) and \(13 \mathrm{~N}\) forces is

146006 The sum of magnitudes of two forces acting at a point is \(16 \mathrm{~N}\). If their resultant is normal to smaller force, and has a magnitude \(8 \mathrm{~N}\), then forces are

146002 The resultant of two forces acting at an angle of \(120^{\circ}\) is \(10 \mathrm{~kg}\)-wt and is perpendicular to one of the forces. That force is:

146003 A steel wire can withstand a load up to \(2940 \mathrm{~N}\). A load of \(150 \mathrm{~kg}\) is suspended from a rigid support. The maximum angle through which the wire can be displaced from the mean position, so that the wire does not break when the load passes through the position of equilibrium, is

146005 Forces of \(5 \mathrm{~N}, 12 \mathrm{~N}\) and \(13 \mathrm{~N}\) are in equilibrium. If \(\sin 23^{\circ}=\frac{5}{13}\), then the angle
between \(5 \mathrm{~N}\) and \(13 \mathrm{~N}\) forces is

146006 The sum of magnitudes of two forces acting at a point is \(16 \mathrm{~N}\). If their resultant is normal to smaller force, and has a magnitude \(8 \mathrm{~N}\), then forces are

146002 The resultant of two forces acting at an angle of \(120^{\circ}\) is \(10 \mathrm{~kg}\)-wt and is perpendicular to one of the forces. That force is:

146003 A steel wire can withstand a load up to \(2940 \mathrm{~N}\). A load of \(150 \mathrm{~kg}\) is suspended from a rigid support. The maximum angle through which the wire can be displaced from the mean position, so that the wire does not break when the load passes through the position of equilibrium, is

146005 Forces of \(5 \mathrm{~N}, 12 \mathrm{~N}\) and \(13 \mathrm{~N}\) are in equilibrium. If \(\sin 23^{\circ}=\frac{5}{13}\), then the angle
between \(5 \mathrm{~N}\) and \(13 \mathrm{~N}\) forces is

146006 The sum of magnitudes of two forces acting at a point is \(16 \mathrm{~N}\). If their resultant is normal to smaller force, and has a magnitude \(8 \mathrm{~N}\), then forces are

146002 The resultant of two forces acting at an angle of \(120^{\circ}\) is \(10 \mathrm{~kg}\)-wt and is perpendicular to one of the forces. That force is:

146003 A steel wire can withstand a load up to \(2940 \mathrm{~N}\). A load of \(150 \mathrm{~kg}\) is suspended from a rigid support. The maximum angle through which the wire can be displaced from the mean position, so that the wire does not break when the load passes through the position of equilibrium, is

146005 Forces of \(5 \mathrm{~N}, 12 \mathrm{~N}\) and \(13 \mathrm{~N}\) are in equilibrium. If \(\sin 23^{\circ}=\frac{5}{13}\), then the angle
between \(5 \mathrm{~N}\) and \(13 \mathrm{~N}\) forces is

146006 The sum of magnitudes of two forces acting at a point is \(16 \mathrm{~N}\). If their resultant is normal to smaller force, and has a magnitude \(8 \mathrm{~N}\), then forces are