Compute for Va 3 kips/ft A B 6 ft 3 ft Compute for VA a. 6.75 kip(s) b. 7.75 kip(s) OC. 5.75 kip(s) O d. 8.75 kip(s)
3 kips/ft C А ІВ 6 ft 3 ft Compute for VB a. -2.25 kip(s) o b.-4.25 kip(s) O C. -3.25 kip(s) od. -5.25 kip(s)
Determine the reactions at B. 200 lb/ft 10,000 lb 9.000 lb-ft 160° 150 lb/ft 13 ft (.D. t5
Please answer quickly. I will upvote. Thank you! 50 lb/ft 200 lb-ft A B- (6) For the beam shown, draw the shear and moment diagrams and find the magnitude and location of the maximum moment. -20 ft -10 ft-
Draw shear and moment diagrams for the beam shown below 600 lb 200 lb/ft AL B — 6 ft — C + D 3ft-*—3ft-
Draw shear and moment diagrams for the beam. Thanks for the help. 600 lb 200 lb/ft A B D C 3 ft -3 ft 6 ft
draw shear and moment diagrams for the beam 50 lb/ft 200 lb-ft AO B 20 ft 10 ft
500 lb 200 lb 13 12 4000 lb ft 60° 4 ft 4 ft- 8 ft 4 ft A compound beam (frame) is made up of two members, AC and CB which are pin connected at C. Determine the external support reactions at the fixed support A and the rocker at B.
Ponts pel problem). Convert: (a) 200 lb-ft to N-m, (b) 350 lb/ft' to kN/m2, (e) 8 ft/h to mm/s. Express the result to three significant figures. Use an appropriate prefix.
500 lb 200 lb 300 lb 1. (5 points) What is the internal moment at point D? a. 600 lb-ft b. -600 lb-ft C. 300 lb-ft d. -300 lb-ft ✓ B E D 6 ft 4 ft 4 ft 6 ft T2 ft