member BD exerts on member ABC a force P directed alonh line BD. knowing that P must have a 200-N horizontal component, determine (a) the magnitude of force P, (b) its vertical component

Please solve quick and correctly

Determine the moment in N-m of the force F = (367i+-262j+114k) N about the OA axis(This problem is not asking for magnitude, could be a negative amount depending on how it is acting).(in N.m) 0.3 m 0.4 m F A 0.2 m B A

The force P is applied perpendicular to the portion BC of the bent bar. Find the moment of P about point C, B, and A. P = 30 N 1.6 m 40° 1.5 m A Moment of P about Point C: O N-m (clockwise) Moment of P about Point B: 48 N - m (clockwise) Moment of P about Point A: None of the choices

Part I. Principle of Superposition. For the beam loaded as shown, it is required to determine the distribution of internal forces and moments on the beam. El is constant. The supports at B and C are rollers and D is pinned. 10 kN 3 kN/m 3 kN/m В A 3m 3m D 3m 4 kN 1. Determine the degree of indeterminacy of this beam. 2. Solve for all the support reactions. 3. Draw the shear and bending moment diagram for the beam.

Please do this carefully.

USE MOMENT AREA METHOD ONLY

The force F = 254 N acts from D towards E, as shown. 165 mm 330 mm 132 mm Determine the magnitudes of the moments of force F in N- m about the following lines. (a) OA N.m (b) ос N. m (c) CG N.m (d) GE N- m (e) GB N-m (f) AF N. m (g) GF N- m