3.23 Determine the resultant of the force system acting on the beam. 5.5 ft 1000 lb...

Question

Question

3.23 Determine the resultant of the force system acting on the beam. 5.5 ft 1000 lb 8.2 ft 600 lb 4.5 ftT 1000 lb 1200 lb Fig

Answer 1

Answer #1

soluton ufven dela: 554 5 100D i 200 个 Goolb 5) {0000% DOX 5 又 00b 2 12poub looo 100D Ar 4 R achit on n. 6120 600 02 1o 2 600

Answer 2

Similar Homework Help Questions

If F1 = 730 lb . F2 = 420 lb. F3 = 600 lb, determine the magnitude of the resultant force acting on the corbel

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.
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)

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.
Determine the resultant couple moment acting on the pipe assembly. Assume (Mc)1= 520 lb⋅ft , (Mc)2= 300 lb⋅ft and (Mc)3=...

Determine the resultant couple moment acting on the pipe assembly. Assume (Mc)1= 520 lb⋅ft , (Mc)2= 300 lb⋅ft and (Mc)3= 320 lb⋅ft (Figure 1)Enter the x, y and z components of the resultant couple moment separated by commas.(MC)R = lb⋅ft

Replace the loading system by an equivalent resultant force and a couple moment acting at point...

Replace the loading system by an equivalent resultant force and a couple moment acting at point A. 3 ft 6 ft 53.13º 10 lb 12 lb 4 ft 30 lb-ft 5 ft 8 lb 12 513 lb
Replace the force system acting on the post by a resultant force and couple moment at...

Replace the force system acting on the post by a resultant force and couple moment at point . Take Fi = 310 lb and F2 = 210 lb (Figure 1) 1 of Figure Copyright 201
4-102 Replace the loading system acting on the post by an equivalent resultant force and couple m...

Please answer all parts of the question and try making it simple to understand. 4-102 Replace the loading system acting on the post by an equivalent resultant force and couple moment at point A 650 N 500 N 30° 300 N 1500 N m 60° 3 m 5-10. Determine the components of the support reactions at the fixed support A on the cantilevered beam 6 KN 1.5 m 4 kN 1.5 m 1.5 m Determine the reactions at the supports....

Determine: -the resultant internal normal force acting on the cross section through point B of the...

Determine: -the resultant internal normal force acting on the cross section through point B of the signpost. The post is fixed to the ground and a uniform pressure of 7 lb/ft^2 acts perpendicular to the face of the sign. -the resultant internal shear force acting on the cross section through point B of the sign post. -the resultant internal bending moment acting on the cross section through point B of the signpost -the resultant internal torsional moment acting on the...
Problem 4.101 Replace the loading system acting on the beam by an equivalent resultant force and...

Problem 4.101 Replace the loading system acting on the beam by an equivalent resultant force and couple moment at point O. Suppose that Fi = 750 N, F2 = 300 N, and M = 400 N.m. (Figure 1) Figure 0.2 mm 2 m Part A Determine the magnitude of the resultant force. Express your answer to three significant figures and include the appropriate units. O': HÅR FrValue OO? Units Submit Previous Answers Request Answer X Incorrect; Try Again; 3 attempts...
Question 3. Determine the resultant internal loadings acting on section b-b through the centroid C on...

Question 3. Determine the resultant internal loadings acting on section b-b through the centroid C on the beam ie, find: d) Draw a free body diagram e) Vb-b(shear force @b-b) f) Nb-b (Normal force @ b-b) g) Mb-b (Moment@ b-b) 900 lb/ft 600 C 130 6 ft Fig. 3 2

300 lb Problem 3. A 2-D force system with geometry is shown. Find the equiv resultant...

300 lb Problem 3. A 2-D force system with geometry is shown. Find the equiv resultant force and moment acting at A and then the equivalent single for measured from A. (30 points) 200 lb 50 lb 311 311 3 ft 30° 100 lb