determune the reactions at a and b P=4lb y 300 lb/ft P }100 lb/ft r А...
3: Determine the reactions at A and C. (20 pts) w=5 lb/ft W2=10 lb/ft + W2=5 lb/ft 2. 3' А С 4' - 7' - 5'
Problem 1 This L-beam is in Equilibrium. Determine the reactions at the fixed-end support a) FBD b) Solve for the reactions (YOU SHOULD HAVE 3 and only 3!) |2ft ----2ft - 200 lb 160580 300 Sin 30° 2 ft 150 165 150 lb 1 2 ft 300 lb 3097 2 ft 10 50'
w = 50 lb/ft P = 57 lb L= 7 ft a = 5 ft b = 1 ft ? = 63 deg w lb/ft P lb L ft b ft Ay COLLAPSE IMAGES The horizontal reaction at A. b ENTER The vertical reaction at A b ENTER The vertical reaction at B ENTER Develop the shear and mement equations along the beam. Section 1 Range 3 resremaningon section Currentceam score: t CHECK RANGE
Determine the reactions at B. 200 lb/ft 10,000 lb 9.000 lb-ft 160° 150 lb/ft 13 ft (.D. t5
What is Bx? 300 lb 40 lb-ft - BCOD 2.5 ft 2.0 ft- |-1.0 ft 3.0 ft Problem 1. Find the Reactions of the Simply Supported Beam shown
Determine the x,y and moment reactions at A in the beam shown. L=10 ft, H = 4 ft, P, = 300 lb, P, = 200 lb P2 H 8 A L
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
А. B 60 lb-ft С 2 ft 60 lb.ft 2.5 ft D 3 ft The shaft above is fixed at A and D. The gears at B and C are engaged and supply the torques shown on the shaft. Determine the support reaction at D.
A concrete retaining wall supporting a cohesionless backfill and surcharge pressure q=250 lb/ft is shown in the figure (assume yo=150 lb/ft?, Yw=62.4 lb/ft?): a. Calculate the factor of safety against sliding b. Calculate the factor of safety against overturning Tell II c'=0, O'=320 Y=122 lb/A? 20ft $ 13 c'=0, O'=320 Y=128 lb/ft? 4ft 2ft 3 ft | 21 | 8ft '=0,'= 380 Y=128 lb/ft?
6. Determine the reactions at supports A and B. (15 points) 700 lb/ft 500 lb/ft oft-6ft 8 ft-