Divide the trapezoidal loading over BC into a triangular loading and rectangular loading for ease of calculations.
3. Determine the reactions at A and B for the following beam. 800 lb/ft 500 Ib/ft...
Determine the reactions at the beam supports for the given loading if F1 is 360 Ib/ft. (Round the final answers to the nearest whole number.) F1 150 lb/ft 4 ft The reaction A at the beam support is The moment MA at the beam support is 3 ft lb lb-ft
Problem 3 150 lb/ft Determine the reactions at A and B for the given beam. Neglect the thickness of the beam. 6 ft 8 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.
6. Determine the reactions at supports A and B. (15 points) 700 lb/ft 500 lb/ft oft-6ft 8 ft-
determine the shear force (lb) at B for the loading shown Determine the shear force (Ib) at A for the loading shown. Note: Be mindful of the established sign convention. 60 Ib/ft 5 ft 6 ft 84.0000 D Question 9 Note: Be mindful of the established sign convention. Determine the shear force (Ib) at B for the loading shown. 60 lb/ft 5 ft 6 ft 3 ft ft
Determine the reactions on member ABC at A and B. S0 lb o Ib 9 in 8 in 13 in 4 in Ay
The beam supports the triangular distributed load shown below with wmax = 510 lb/ft. The reactions at A and B are vertical. w A IB D 6 ft 6 ft 6 ft 4.5 A 4.58 Part A Determine the resultant internal loadings on the cross section at point Express your answers, separated by commas, to three significant figures. VO AED If vec ? Nc=, Vc =, Mc = kip, kip, kip-ft Submit Request Answer
360 lb/ft. Round the final Determine the reactions at the beam supports for answer to the nearest whole number. the given loading if W
Determine the reactions at B. 200 lb/ft 10,000 lb 9.000 lb-ft 160° 150 lb/ft 13 ft (.D. t5
1B4. Determine the tension in cable AB needed to support the 500-lb cylinder (W- 200 Ib) TAB? TAG 6 fi 6 ft ft ft 6 TAD (A) 250.0 lb (B) 100.0 lb (C) 155.6 lb (D) 320 lb