2. Determine the forces in member BC, BE and EF of the truss shown in the figure by Method of sections. a 50 kN RA 20 kN Roy 3 panels @ 1.5 m-4.50 m- CBE = 33.7 DEGREES RDx RD
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- Determine the forces in the truss shown inFigure by using method of joints. (Point A is a pinned support and Point B is a roller support) AB= 53 , CB=83kN A=5, B=3, C=8A truss is loaded with nodal force at C as shown TOS-003. If the truss members have identical rectangular section of 5 cm x 8 cm, with E = 70 GPa, compute the vertical displacement at joint C .NEED IN 1HOUR PLS THANKS From the figure, compute for the horizontal and vertical component forces of the hinge at B acting upon member AC as shown.
- Determine the vertical displacement of joint C of the steel truss shown in Fig (a). The cross-sectional area of each member = 300mm² and E = 200GPA.where P=5kN Analyze trusss using method of joints. 1. what is the force in member DE? 2.what is the force in member BC? 3. what is the greatest force P that can be applied in the truss?Determine the horizontal displacement of joint B. The truss is made from A992 steel rods each having a diameter of 1 in.
- 1. Find the resultant of tension F and Ta. 27.6 kNb. 37.2 kNc. 33.7 kNd. 44.6 kN2. What is the angle that their resultant makes with the horizontal rod OA? a. 28 degb. 37 degc. 33 degd. 44 deg3. Find the weight, W to prevent uplift. Use a factor of safety of 2.5. a. 49.23 kNb. 42.86 kNc. 59.51 kNd. 44.72 kNGiven beam (P = 24 kN)a) Find the internal forces at the midpoint of the BC length by cutting method.b) Draw the N, T, M diagram.Determine the value of the force P that must beapplied to joint C of the truss in Figure P8.7 if the verticaldeflection at C is to be zero. The area of all bars = 1.8 in.2and E = 30,000 kips/in.2
- Force F acts on the frame such that its componentacting along member AB is 650 lb, directed from Btowards A. Determine the required angle Φ (0° ≤ Φ ≤ 45°)and the component acting along member BC. Set F = 850 lband θ = 30°.Determine the design angle θ (0° ≤ θ ≤ 90°) forstrut AB so that the 400-lb horizontal force has a componentof 500 lb directed from A towards C. What is the componentof force acting along member AB? Take Φ = 40°.For the truss in Figure 01, it is asked: choose two bars (AB, AC, AD, BC, BE, CD or CE) and determine the normal effort due to the action of load P, applied at point B, indicating the nature of the effort (whether traction or compression). To adopt:P:1100N