Determine the vertical reaction at Ain kN for the beam shown below, where: L1=3 m L2=2 m Lg-2 m 91-2 kNim by=0.0"Ly m Pr=14 KN a1-0.3L m P25 KN Assume upward is positive and give your answer to one decimal place D. в L
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- Please answer all becuase they are all connected! UPVOTE will be given! Please write the solutions completely and legiby. Box the final answer. Answer in 3 decimal places! Strength of Materials The steel wide-flange beam has the dimensions shown. If it is made of an elastic perfectly plastic material having a tensile and compressive yield stress of o,, determine the following: Given: Allowable Stress = 300 MPa a = 20 mm b = 250 mm c = 250 mm This is already answered in bartleby but please recheck. Thanks a. Calculate the moment of inertia I, in x10 mm4 (If your answer is 667,335 x10 mm, then type 667.335) b. Calculate the yield moment of the section in kN.m. c. Calculate the plastic moment of the section in kN.m d.Calculate the shape factor of the section.Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3 ft, b=9 ft, c=3 ft and w=3 kips/ft. 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. a a * Answers: Ay = Calculate the reaction forces Ay and Cy 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.) B t b P W b W C- C₂ с kips, Cy= p D -X kips.Question 13 Use the diagram shown above. Given • D₁ = 9 ft D₂=7 ft D₂ 3 D3-4 ft • W = 100 #/ft P = 800 # D. 1 D₂ X W P Solve for the internal moment at X. Note: Enter the numerical value only for your calculation results. You'll be asked to specify the unit for your calculation result in the following question. (This is due to Canvas' lack of ability to require units for calculation question.)
- Determine the vertical reaction at A in kN for the beam shown below, where L7m L2-2 m 0- 20 degrees P1=6 KN a1-0.5"L1m 3 kNm b2=0 1"L2 m 2-05'L2 m Assume upward is positive and give your answer to one decimal place Le LaWrite the solution for the following: Member BC = -447.21 Member DF = -800 Member CE = 100Use the diagram shown above. Given: • D₁ = 10 ft . • D₂ = 3 ft A #/ft . W = 100 W-100 Solve for the internal moment at X. D₂ D₁ W X Note: Enter your calculation results without the unit. You'll be asked to specify the unit for your calculation result in the following question. (e.g. if it's positive 100, enter 100, if it's negative 100, enter -100.)
- n the tru /take/questions/28377487 In the truss shown, find the value of L1 in degrees. 56 38' 58*20' 41 42'Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b-9.0 ft. c=4.0 ft, d=3.0ft, w=8 kips/ft and P = 66 kips. 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. B B ÎÎÎÎÎÎ Answers: Ay=i b d For this loading, calculate the reaction forces Ay and Ey 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.) W C b C C D E kips, Ey = i E X Ey kips.Part A Draw the shear diagram for the beam. Follow the sign convention. (Figure 1) Click on "add vertical line off" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. Note - Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place 2 vertical lines at the same place, it will appear correct visually because the lines overlap, but the system will mark it wrong. 4 + D 800 N 600 N 1200 N- m B -1m. 1m 1 m 1 m No elements selected V (N) 1000 500 I (m) 3 -500 -1000 Add discontinuity lines and select segments to add to the canvas.
- Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 2.8 m, b = 5.6 m, c = 3.8 m, P = 20 kN, w = 45 kN/m, and Q-10 kN. A P B W b C X What is the maximum bending moment on the beam? Answer in kN-m rounded-off to 2 decimal places When entering your answers, use the bending moment sign convention. IDetermine the bending stress (in Pa) at the top of the beam at point C for the beam shown below if P=1623N, T=4552Nm, a=0.77m, b=1.13m, c=0.78m, w=39mm, and h=80mm. Round off the final answer to five decimal places. Show your complete solution.a) Determine the second moment of area (IXX) about the centroidal x-axis for the solid homogeneous beam section shown below, where the dimensions are b = 5.25 mm and d = 12.75 mm. Give your answer in mm4 to two decimal places. b) Determine the second moment of area (IYY) the about the centroidal y-axis for the solid homogeneous beam section shown below, where the dimensions are b = 5.25 mm and d = 12.75 mm. Give your answer in mm4 to two decimal places.