6. Determine the reactions at supports A and B. (15 points) 700 lb/ft 500 lb/ft oft-6ft...
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
determine the moments at A,B, and C. The support at B settles 0.03 ft.E = 29(103) ksi and I = 700 in.4 Assume the supports at B and C are rollers and A is fixed. 300 lb/ft 240 lb/ft 30 ft 20 ft 300 lb/ft 240 lb/ft 30 ft 20 ft
3. Determine the reactions at A and B for the following beam. 800 lb/ft 500 Ib/ft 12' 9
please show full FBDs for each section. thank you! Example: Determine the reactions at supports A and B. 700 Ib/ft two fore menber B 500 lb/ft 6 ft 9 ft A 6 ft 8 ft Draw complete FBDS for Ac, CD, D3 R=Tq-3.15 ip R-shoun in fa distn uted loadp with dashed or tkd line
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
Using the force method, Determine the reactions at supports. EI is constant. Determine the reactions at supports. El is constant. 500 lb/ft 3k 10 ft- SA 0 a 6.5 (10) 10 ft - 2.5 uz
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
find the reactions at the supports 750 lb 750 lb 150 lb/ft 3 in. 12 in ft- 4ft-te4ft- Fig. P5.16
Determine the reactions at B. 200 lb/ft 10,000 lb 9.000 lb-ft 160° 150 lb/ft 13 ft (.D. t5
5-39. The wall crane supports a load of 700 lb. Determine the horizontal and vertical components of reaction at the pins A and D. Also, what is the force in the cable at the winch W? I E 4 ft 4 ft 4 ft 600 700 lb Probs. 5-39/40