Determine the single equivalent force and the distance from point A to its line of action for the beam and loading of (e) shown in the figure. The equivalent force for the beam is NĮ The distance from point A to its line of action for the beam is m.
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- Question 5 a) What is the importance of SFD and BMDs for structural engineers? b) For the beam and loading shown in Fig 5-1. i. iii. 2 kN/m -3 m- Figure 5-1 4 kN/m 1.5 m- B Page 5 of 6 Determine the support reactions at A. Draw the shear force diagrams (SFD), clearly indicating the shear force along the span at AB. Draw the bending moment diagrams (BMD), clearly indicating the moments along the span AB.Which of the following is the shear force diagram for the beam below. 12 kN/ m C - 3 m 6m- Select one: Shear Force Shear Force700N M-150UNm 2m 3m For the above dlagram, given that F, - 450 N. 0-45 degrees and d-5 m calculate the following (neglect the depth of the beam). Note that there is a pin support at A and a roller support at B. The magnitude of the horizontal component of the reaction force at A, Rar. Please provide the answer in Newtons and report to three significant figures. Please Include the unit ("N") within your answer (eg. If the calculated answer was 55.562 Newtons please Input: 55.6 N). Answer: The magnitude of the vertical component of the reaction force at A, Rar. Please provide the answer in Newtons and report to three significant figures. Please include the unit ("N") within your answer (eg. If the calculated answer was 55.562 Newtons please Input: 55.6 N). Answer: The magnitude of the horizontal component of the reaction force at B. Re. Please provide the answer in Newtons and report to three significant figures. Please Include the unit ("N") within your answer (eg. If the calculated…
- force, the sign convention is same as that used in lectures and seminars). A simply supported beam is loaded as shown in the Figure. The corresponding SFD and BMD would be: 20 kN 10 kN/m 2 m 2 m 30 kN (a) 40 kN m 30 kN 30 kN 10 kN (b) 40 kN.m 10 kN 30 kN 30 kN Click Save and Submit to save and submit. Click Save All Answers to save all answvers.Question 1) in FIG loading condition is given beam F force F = 65 kN , first distributed load W 1 = 41 kN / m , w 2 distributed load w 2 = 51 kN / m , θ angle θ = 48 ° and L length of L = 5 m . According to this; Question 1-A) B at the point y direction ( B y ) Determine the support reactions. (Enter yourresultwithout writing kN units.) Question 1-B) to the point in y direction ( A y ) Determine the support reactions. ( Enter yourresult without writing kN units.) Question 1-C) to the point in x direction ( A x ) Determine the support reactions. ( Enter yourresult without writing kN units.)MA MB= Mc= MD= Required information For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. V=50 lbf/in and V2 = 7 in. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Hinge = 1400 lbf/ A BI AC R₂ R₁ 4 in 4 in 2 in V1 Determine the values of the moments at points A, B, C, and D. lbf.in lbf.in lbf.in Ibf.in V2 D R₂
- 1) Given the figure below, answer the following questions: a) What are the x and y components offorce F? (use Fx and Fy)b) What are the x and y components offorce P? (use Px and Py)(Hint: The x-y plane is differentfrom the true horizontal and verticalaxes)c) What are the vertical and horizontalcomponents of force F? (use Fh & Fv)d) What are the vertical and horizontalcomponents of force P? (use Ph & Pv)e) What is the magnitude of the resultant?f) What angle does the resultant make withthe horizontal axisg) What angle does the resultant makewith the inclined x-axis.1. A Steam Turbine Generator (STG) has a mass of 100 tons. What will be the bearing stress of the STG to the soil if it has a foundation dimension of 15 meters by 10 meters. 2. A paper below has a shear strength of 10 MPa. What must be the applied force to cut the paper into two? 0.001mm 241mm 3. A beam with a maximum moment of 20kN-m has a height of 20mm and a width of 15mm. Determine the flexural/bending stress at the beam.Question 9 – SFD & BMD- Cantilever Beam (UDL) i) Draw the Free-Body Diagram & Find Reaction Force ii) Draw Shear Force Diagram (SFD), clearly show all the shear force the beam is experiencing at each point. iii) Draw the Bending Moment Diagram (BMD), clearly show all the bending moment the beam is experiencing at each point. UDL = 5kN/m 5 т 8 m
- In order to determine the magnitude of the internal forces, a FBD must be cut. It is difficult to determine where a cut should be made in order to reveal the Maximum Internal Forces, thus we have put the distance to the cut in terms of 'x', and plot the equation. In my lecture we took a generic portion of a Beam and applied equilibrium and saw that Loading, Shear and Moment are related to each through differential equations. Change in Shear is the Area under the Loading diagram. Change in Moment is the Area under the Shear Diagram. Using Graphic Integration draw the shear and moment diagrams for the given beams and loading.From the given beam shown below, compute the following: 20 mm 80 mm 160 mm NA 1.0 m 1.0m H– 20 mm 1. Distance between top of the beam to Neutral Axis or "c top". 2. Moment of Inertia at Neutral Axis or "I" 3. What is the maximum safe value of P if the working stress in shear is 6 MPa? 4. Using the maximum safe value of P what is the Maximum shear? 5. Using the maximum safe value of P what is the Maximum Moment?PART 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=2.0 m, PB = 2 kN, PC = 2 kN, and MB = 20 kN-m. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. IMAGE* Calculate the reaction forces Ay and MA acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) IMAGE* PART 2 Determine the shear force acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of fixed support A)(b) x = 3.5– m (i.e., just to the left of B)(c) x = 3.5+ m (i.e., just to the right of B)(d) x = 5.5– m (i.e., just to the left of C)When entering your answers, use the shear force sign convention.Answer:(a) V = ? kN.(b) V = ? kN.(c) V = ? kN.(d) V = ? kN. PART 3…