Part A
Determine the internal normal force at point C. Take F1 = 467 lb , F2 = 165 Ib , F3 = 274 Ib.
(Figure 1)
Part B
Determine the shear force at point C.
Part C
Determine the moment at point C.
Part D
Determine the intemal normal force at point D.
Part E
Determine the shear force at point D.
Part F
Determine the moment at point D.
Determine the internal normal force at point C. Take F1 = 467 lb , F2 = 165 Ib , F3 = 274 Ib.
Part A Determine the internal normal force at point C. Take F1-517 lb . F2-191 lb . F: 318 lb , Express your answer to three significant figures and include the appropriate units 6 ft 4 ft---4 ft 2 f NcsValue Units Submit
Replace the force system acting on the post by a resultant force and couple moment at point O. Take F1= 350 lb and F2 = 230 lb . (Figure 1) Part A Determine the magnitude of the resultant force. Part B Determine the angle between the resultant force and the a axis. Part C Determine the equivalent resultant couple moment about the point O.
Part A If F1 = 730 lb . F2 = 420 lb. F3 = 600 lb, determine the magnitude of the resultant force acting on the corbel (Figure 1) Part B Determine the direction of the resultant force acting on the corbel measured counterclockwise from the x axis.
Consider the beam shown in (Figure 1). Suppose that the distributed load intensities w1 = 60 lb/ft and w2 = 45 Ib/ft. Follow the sign convention. Part A Determine the internal normal force at point C. Part B Determine the internal shear force at point C. Part C Determine the internal moment at point C. Part D Determine the internal normal force at point D. Part E Determine the internal shear force at point D. Part F Determine the internal moment at point D.
Consider the beam shown in (Figure 1). Suppose that the distributed load intensities w1 = 100 Ib/ft and w2 = 45 Ib/ft . Follow the sign convention.Part A Determine the internal normal force at point C. Part B Determine the internal shear force at point C. Part C Determine the internal moment at point C. Part D Determine the internal normal force at point D. Part E Determine the internal shear force at point D. Part F Determine the internal moment at point D.
Replace the loading system by an equivalent resultant force and couple moment acting at point A. Assume F1 = 35N, F2 = 25N and F3 = 55 N.Part A Determine the magnitude of the resultant force.Part B Determine the angle between the resultant force and the x axis. Part C Determine the couple moment acting at point A.
A)Determine the internal normal force at point C, if F = 45 kNB)Determine the shear force at point C.C)Determine the bending moment at point C
Determine the internal normal force, shear force, and moment at points C and D in the simply supported beam. Point D is located just to the left of the F = 15 kN concentrated load. (Figure 1)
Suppose that F1 = 400 N.Part A Determine the magnitude of the resultant F'=F1 + F2. Part B Determine the direction of the resultant force F'=F1 + F2, measured counterclockwise from the positive x axis. Part C Determine the magnitude of the resultant force FR = F1 + F2 + F3. Part D Determine the direction of the resultant force FR = F1 + F2 + F3. measured counterclockwise from the positive x axis.
Determine the normal force, shear force, and moment at point C. Take that w = 4.2 kip/ft.(Figure 1)Part A Determine the normal force at point C. Express your answer to three significant figures and include the appropriate units. Part B Determine the shear force at point C. Express your answer to three significant figures and include the appropriate units. Part C Determine the moment at point C. Express your answer to three significant figures and include the appropriate units.