Please show how to calculate and draw the shear and moment diagram points.
Please show how to calculate and draw the shear and moment diagram points. (a) (2 Points):...
Please find all reactions with Moment Distribution Method & draw shear/moment diagrams. Please show all work. Thank you in advance! Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
Use the graphical method to construct the shear-force and bending moment diagrams for the beam shown. Let a=4.0 ft, b=5.0 ft, c=5.0 ft,d=3.0 ft. w = 7.5 kips/ft and P = 30 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. с D E b For this loading, calculate the reaction forces A, and E, acting on the beam. Positive values for the reactions...
Problems 1.-5. Draw complete shear and moment diagrams resulting from the loads indicated for the beams shown. Show ordinates at key points and indicate the magnitude of shear and moment at these points. Calculate the maximum bending stress due to the applied loads. Beam sections are 1) L6x6x1, 2) C10x30, 3) W21x73, 4) W18x50 bent about its weak axis, 5) 8 in. extra strong pipe. Ignore the beam weight. 400 lb/ft 15 kips 15 kips (2) 13'-0" 5'-0" 6'-0" |...
2. Draw Shear Force and Bending Moment Diagram (use your preferred method). Determine Maximum Tensile and Compressive Stresses due to bending, state where on the beam these occur. For the mid-point between A and B, determine shear stress at neutral axis; 2" from the top of the flange; at the junction between web and flange and on the top of the flange for the cross-section. Plot of the bending stress and shear stress distribution diagram across the cross section of...
can you show the equations to figure out shear and moment diagram please 25 kip 10 kip 5 kip-ft 1.5 kiplet 1.5 kipfft 7 kip-ft A. AX B C oft 8ft 8ft Callow = 24 ksi Callow = 14.5 ksi (bending + shear) 1. Select an appropriate I shape that will carry the looding. 2. Make Smax < Sallowla 240) sure maximum deflection LAC=16ft both must hint (20=8ft be checked! Note: Your design must satisfy both strength and deflection requirements
please show me the reaction how to get them. draw thw shear and moment diagram thank you Question No. 2: Draw the shear and moment diagrams (with numerical values) for the beam shown below. 120 KN 60 kN 12 kN/m 200 kNm TV С IB AC 1 A 130 KN '50 kn 5 m -10 m
For the frame shown below:1- Calculate the reactions at the supports.2- Draw the Normal force, the Shear force and the Bending moment diagrams. Indicate all critical values3- Show the equilibrium at node B.4- Develop the analytical expression for the normal force, the shear force and the bending moment diagram for memberBC.The 4 Kips/ft load is applied perpendicular to member AB.
How do I solve this? Problem 2(50 points) The roof of the Edwin A. Stevens building is to be redesigned to accommodate a billboard for Stevens Institute of Technology. The new billboard will weigh 40 kips and be supported equally by two columns located 9 ft from the rear of the building. The beams supporting the new roof will be simply supported as shown. (Note there is a 5 ft overhang at the front of the building). For the grade...