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- To determine the reaction forces at supports on a horizontal beam by using the equations of equilibrium for a static application. As shown, beam ABC is supported by the roller at A and pin at C. The geometry of the beam is given by a=2.0a=2.0 ftft, b=7.0b=7.0 ftft, and c=12.0c=12.0 ftft. The applied forces are F1=1.50F1=1.50 kipkip and F2=2.00F2=2.00 kipkip. Force F1F1 is applied at an angle θ=60∘θ=60∘ with the horizontal. Neglect the weight of the beam.(Figure 1)How do I determine the force in each of members in the truss shown? The loads are p=20kips and Q=50kipsA load of 100 lb is hung from the middle of a rope, which is stretched between two rigid walls 30 ft apart. Due to the load, the rope sags 4 ft in the middle. Determine the tension in the rope.
- The pin at O can support a maximum force of 3.5 kN. What is the corresponding maximum load L which can be applied to the angled bracket AOB? A. 0.541 kN C. 2.632 kN B. 1.676 kN D. 3.091 kNFor the log brace shown, select the set of 3 Free Body Diagrams that would be used to solve for the tension in the rope EF given the weight of the log. Assume the ground and log are frictionless. 4 ft A 1.25 ft 25 ft 1.5 ft 3 ft G H O B 2.5 ft 1 ft ***select 3****Application of Equilibrium Solve for the value of unknown variables Given : P1 = 6.85 KN P2 = 4.65 KN W1 = 6.15 KN/m Unknowns : RAy , RAx ,RBy , MA What is the value of internal shear 2.50m to the right of support A
- The rigid bar ABC is suspended from three wires of the same material. The cross-sectional area of the wire at B is equal to half of the cross-sectional area of the wires at A and C. Determine the tension in each wire caused by the load P.Statics-Two Force Members 1. Determine the force P required to maintain equilibrium of the pulley system, and the reactions at the ceiling. 2. Assume W=1.25kN 3. Show and clearly label all Free Body Diagram to determine solution.For the figure shown determine the reactions at supports A and B, where m1 = 80Kg, and m2 =230 Kg
- For bar shown with fixed ends A and D formulate equations to calculate reactions at the ends mentioned. Draw a diagram showing the variation of the normal forces in the bar. and calculate the reactions for the following values: L1 = 200 mm, A1 = 840 mm2 L2 = 250 mm, A2 = 1260 mm2 PB = 25.5 Kn and PC = 17.0 KN.Determine the forces in members a) AB, b) AG, c) GF, d) BF, e) BC. PLS USE JOINT METHOD GIVEN: W1= 13 kips W2= 12 kips b°= 39 degree a°= 7 degree L1= 3 ft L2= 8 ft L3= 7 ft PLS SHOW COMPLETE SOLUTION, WRITE LEGIBLY AND ONLY ROUND OFF THE FINAL ANSWER IN FOUR DECIMAL PLACES, ANSWERS SHOULD BE IN THE ATTACH TABLE. PLS SHOW THE FREE BODY DIAGRAM ON EACH JOINTS AND IN THE ANSWER IDENTIFY IF IT IS A TENSION OR COMPRESSION. PLS USE THE GIVEN VALUES A B AND C ARE ALREADY SOLVED PLS SOLVE ALL OR THE OTHER LETTER LETTER d.) and e.)Determine the forces in members a) AB, b) AG, c) GF, d) BF, e) BC. PLS USE JOINT METHOD GIVEN: W1= 13 kips W2= 12 kips b°= 39 degree a°= 7 degree L1= 3 ft L2= 8 ft L3= 7 ft PLS SHOW COMPLETE SOLUTION, WRITE LEGIBLY AND ONLY ROUND OFF THE FINAL ANSWER IN FOUR DECIMAL PLACES, ANSWERS SHOULD BE IN THE ATTACH TABLE. PLS SHOW THE FREE BODY DIAGRAM ON EACH JOINTS AND IN THE ANSWER IDENTIFY IF IT IS A TENSION OR COMPRESSION. PLS USE THE GIVEN VALUES I ALREADY KNOW THE A B AND C PLS SOLVE NOW D AND E AND THE ANSWER SHOULD BE IN THE ATTACHED TABLE