find the reactions at the supports 750 lb 750 lb 150 lb/ft 3 in. 12 in...
determine the reactions at beam supports for the given loading when w0=150lb/ft 450 lb/ 44.1 kip-ft A AB |--4ftola Fig. P5.76 and P5.77
Determine the reactions at B. 200 lb/ft 10,000 lb 9.000 lb-ft 160° 150 lb/ft 13 ft (.D. t5
6. Determine the reactions at supports A and B. (15 points) 700 lb/ft 500 lb/ft oft-6ft 8 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
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
The beam supports the triangular distributed load shown below with wmax=625 lb/ft. The reactions at A and B are vertical. <HW #1 Problem 1.15 The beam supports the triangular distributed load shown below with wax 625 lb/ft. The reactions at A and B are vertical. 6ft 4545 6 ft 6ft Part A Determine the resultant internal loadings on the cross section at point C Express your answers, separated by commas, to three significant figures. vec kip, kip kip-ft Submit
$2–20. Determine the reactions on the beam. 10 k 12 k 1 k/ft 3 k/ft 5 ft 4ft- 4 ft – 4ft -
Draw the shear and moment diagrams for the beam 250 lb/ft B 150 lb-ft 150 lb-ft 20 ft V, 1b
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