magnitude of the vertical reaction force developed at the point B
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A: For solution refer below images.
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- A plane truss has joint loads P, 2P, and 3P at joints D. C, and B. respectively (see figure) where load variable P — 5200 lb. All members have two end plates (see figure For Prob. 1.8-2) that are pin-connected to gusset plates. Each end plate has a thickness/ — 0.6.2.5 in., and all gusset plates have a thickness tg= 1.125 in. IT the allowable shear stress in each pin is 12,000 psi and the allowable bearing stress in each pin is 18.000 psi, what is the minimum required diameter dminof the pins used at either end of member BE1The frame shown in the figure is loaded as shown. (a) Draw the FBD for the frame. (b) Determine the support reactions at A & E. (c) Draw the FBD for element CDE and determine the reactions on CDE at pin joints C &D. 6 in-10 in- 10 inf- 10 in 360 Ib 230 Ib 14 in. 14 in.A. for the lap joint shown below, calculate the safe axial tensile force P if Otensile=136MPa , Trivet= 102 MPa and Obearning =330MPA. Assume diameter of hole = 25mm 022mm rivet Plan P section -300mm-
- Given:a. the force in BD=25KNb. vertical reaction at point C=-10KNc. horizontal reaction at point C=15KNd. resultant of reaction at point C=18.0KNe. allowable tensile (normal) stress in member BD =83.33MPaf. the allowable shear stress in the pin at C =72.7MPaPlease help me solve for:1. What is the required cross-section area and minimum thickness t of member BD?2. What is the required SHEAR cross-section area at point C?3. What is the minimum diameter for the pin at C?(Solve for a value with the combination of mm and N)Determine the joint displacements, member axial forces, and support reactions for the trusses shown in Figure. only HANDWRITTEN answer needed ( NOT TYPED)4. Figure P-130 shows a roof truss and the detail of the riveted connection at joint B. Using allowable stresses of t = 80 MPa and O= 120 MPa, how many 20 - mm diameter rivets are required to fasten member BC to the gusset plate? Member BE? What is the largest average tensile or compressive stress in BC and BE? 14 mm gusser plate 6 m 4 m 4 m 4 m 4 m 75x 75 x 13 mm 96 kN 200 kN 96 kN 75 x 75 x 6 mm Figure P-130 and P-131
- The figure shows a roof truss and the detail of connection at joint I. The allowable stresses are 70 MPa for shear and 120 MPa for bearing. How many 20-mm diameter rivets are required to fasten member IG to the gusset plate? What is the required area for member AI if the allowable axial stress is 180 MPa.3) Calculate the internal forces in members DF, CE, and BD of the given truss shown in the figure below. Use the Method of Sections. G0ON GOON GOON GOON G0ON 1,5m 600 N B. 600 N A 6 at 1-20m = 7.20musing the method of sections , analyse the truss shown in figure 8 below reguarding forces in menbers ED , DF AND FC .
- A truss is subjected to a 12 Kips of vertical load at G, a 42 Kips of vertical load at F and a 18 Kips of vertical load at E as shown in the figure. Calculate: (a) Forces in members AG and AB using the method of joints, (show all your calculations) (b) Forces in members FC and FE using the method of sections, (show all your calculations) NOTE: This question can be answered only with a file attachment. Use only A SINGLE PDF file for your answers. DO NOT USE Multiple file attachments. 12 Кіps 42 Kips 18 Kips 10 ft 10 ft 5 ft, 5 ft 15 ft 10 ft B 10 ft 10 ft2. For the truss shown in the figure, calculate the support reactions? 33 kips 12 kips 80° B 12' – 0" D E F 15 kips 25 kips 3 bays @ 12' – 0" = 36' – 0"All members shown in the figure are made of Aluminum 2024 with the Young's Modulus of 10.6(106) psi and has a diameter of 4 in. Find all the reactions and loads in all members of the truss structure and the axial deformations in the vertical components. (Use Method of Joints and include all Free-Body Diagram per joint; indicate compression or tension) B 10 ft KB 5 ft 500 lbs 10 ft