Attempt all questions. A simple frame structure is simply supported by a roller at A and a pin at B as shown below. It 40 kN. The dimensions of the frame are: a = carried a udl, w = 12 kN/m and a point load, P 4 m, b=1m, c = 6 m, d = 3 m and e = 1.5 m.
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- Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.In the given figure, support A is a roller and support B is a pin support. If P=15 kips, calculate the 1) vertical reaction at A, 2) vertical reaction at B, 3) horizontal reaction at B P 6 kips 6 kips В 6 ft – 3 ft 2 ft ' 2 ftThe following figure shows the critical position of a crane that supports 2.5 Tons of load by means of a chain. You are delegated the responsibility of building a crane with similar geometric characteristics and load capacity. The diagram of free body of the crane arm can be redrawn as follows. (check the attached image "fbd") Assuming that the crane arm will be made of steel with yield stress sigmaY =220 MPa and that you must consider a safety factor of F.S.=1.5, propose a profile from the following catalog for the manufacture of the crane arm. Ignore the effects of shear forces on this element. On the other hand, it is very important that you consider the effects of axial loads. Commercial profiles for arm construction. (Check image "profiles")
- Examine the rod below. It is fixed into a wall at the left hand end. From the wall to point B is 200mm. BC is 200mm long and CD is 200mm long. (Centreline to centreline distances). Point A lies on the positive Y-axis on a cross section halfway along BC. Three forces are applied at D. P=221.6, your individual load, is parallel to the z-axis. 400N is parallel to the y-axis and 200N is parallel to the x axis. The rod is a tube with an 80mm outer diameter and a wall thickness of 5mm. What is the net sigma (s) and the net tau (t) at Point A? Show all your working. Make sure you clearly indicate the direction/sign of each stress you calculate.After an unfortunate accident occurred at a local warehouse, you were contracted to determine the cause. A jib crane collapsed and injured a worker. An image of this type of crane is shown in the figure.The horizontal steel beam had a mass of 81.70 kg per meter of length, and the tension in the cable was T-11260 N. The crane was rated for a maximum load of 500 kg. If d 5.000 m. s-0.486 m, z- 1.600 m. and h= 1.890 m, what was the magnitude of W₁ (the load on the crane) before the collapse? The acceleration due to gravity is g 9.810 m/s². = WL What was the magnitude of force Fp at the attachment point P? Fp= N W₁The figures below show a formed sheet-steel bracket. The total distributed load “W” on the bracket is 20 kN. It is secured to the support with two grade 5.8 bolts. The joint constant is C=0.183, and the bolts are preloaded to 70 percent of the proof load. The dimensions of the top flange are the same as the mounting flange.a) Find the external loads (P1 and P2) carried by upper and bottom bolts respectively if both resist the moment?b) Find the upper bolt diameter by ignoring direct shear load and determine/select a standard metric bolt size with a pitch for a design factor of 1,4.c) Is there any need to enlarge 5 mm dia. holes in the bracket?
- A Moving to another question will save this response. Question 10 Save Answer For the cross-braced tower shown in Figure below, joints A, B, C, D, E, F and G are pinned. Members AD and BC are not connected to each other, similarly, members CF and DE are not connected to each other. Determine the axial forces in members GF, CF and FD when the applied loads are WG = 40 kN, WE = 70 kN and WC = 50 kN. Sign convention: tension positive, compression negative. Select the best answers from those given below: Force in GF = Force in CF = Force in FD = WE We WG, E U A ✓KN ✓kN ✓kN 6m 3m B ** 3m <<< Question 10 of 11 6m 6mA new art exhibit featuring mobile works is going up in the Norwalk, CA area. One art work is shown in the figure below. A 105 N uniform beam is pinned to the ground by a pivot. The beam is supported by a cable (attached 3/5 from the bottom of the beam) to allow for each of the shoes to hang freely. Each individual shoe has a weight of 7.5 N. 10 WALL FLOR (a) ( If one shoe is attached 1/7 of the way up the beam and another shoe is attached 5/8 of the way up the beam, with e, = 70.1° and e, 30.1°, what is the tension in the cable, in newtons? %3! %3D (b) What is the x-component of the force, in newtons, that the pivot exerts on the bottom of the beam? (c) O What is the y-component of the force, in newtons, that the pivot exerts on the bottom of the beam?A concentric helical spring is used to support a load of 90 KN. The inner spring has arate of 495.8 KN/m and outside spring is 126.5 KN/m. If initially the inner spring is 25mm shorter than the outer spring, find the percent load carried by the inner spring. The correct answer is 76.81%. I just need the solution for this answer, thank you!
- A load weighing P kN with AB, AC and AD cables such as are carried. Points A and B are x-axis, C and D points are on the y-z plane. Specific to your name in the data table AB, AC and AD cable using ratings Calculate the forces. (p kN=370, L1(m)=9,L2(m)=9,L3(m)=18,L4(m)=5,L5(m)=18,L6(m)=7)PROBLEM: Determine the forces in each member using any methoddiscussed in your theory of structures/mechanics. Using Software is notallowed. Show complete solution and tabulate your answers indicatingwhether it is compression or tension. Use Pn = 205 kN, Po = Zero. a) From the Problem and the image , Design one tension member, use either a double angle of a wt section. Check its adequacy using 1 line of bolts (three bolts in a line spaced at 75mm on centers) Assume a bolt diameter from 16-22mm. Use A 36 for all steel. Neglect block shear.Consider the bracket shown in Fig-3. If: F1 = 10 lb @ -90° • a - 2 ft • b = 4 ft • c= 1 ft then, what is the type of the internal force within member 'BD'? compressive tensile