Draw the internal force diagrams for the system below. For full credit, include all significant values....
Draw the internal force diagrams for the system below. For full credit, include all significant values. 6. Draw the internal force diagrams for the system below. For full credit, include all significant values. (10 pt.) KN w3 f,=112 [kN] W3 = 36[kN/m] a=13 [m (= 15 [m] d=9 [m] u P F; [kN] A B
w1=12, w2=36,a=9,b=22. For the statically determinate system below, draw all three internal force diagrams (N, V, and M) and include all significant values. w1 w1 w2
a=9,b=22, w1=12, Ay=93.7,By=170.3,Bx=0. For the statically determinate system below, draw all three internal force diagrams (N, V, and M) and include all significant values. w1
For beam given below Draw the shear- and moment diagrams. Label all important values of shear and moment. nclude the conventions for shear and moment directly on the diagrams Sketch the deflected shape To reeiv leredr you mus ue astraighto sbwg ns 3 kips 12 kip-ft 4 ft 4 ft 4 ft
For the frames below: (i) draw the free body diagrams (ii) draw the shear and moment diagrams (iii) use the virtual force method to determine the horizontal displacement at joint B. Assume I1 = 200, I2 = 800, E = 29000 ksi 1.2 kip/ft 20 ft 8.4 1.6 16.27 22.13 75.86 30 32 ft kip ft3 UR -in
Problem 1 (27 points) Consider composite beam shown in image below. a) Draw internal force diagrams (6) b) Draw transform section and find its moment of inertia (9) c) Draw normal stress and strain diagram at cross-section with max moment (6) d) Find shear stress at the interface between PVC and Escon (6) 500 lb 500 lb PVC Epvc 450 ksi Escon EF160 ksi 3 ft 3 ft in. 2 in 3 in. Problem 1 (27 points) Consider composite beam...
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.
2) For the beam shown below, plot the shear force and bending moment diagrams using the graphical method as we did in class. Track calculations on the side. Clearly label all maximums and minimums and show x values any place where the diagrams cross the axis. | 10 kips 60 kip-ft 6.5 ft
Problem 1: Given: The beam with a concentrated load shown below. a 10 ft, b 15 ft. Find: Draw the internal shear force and bending moment diagrams. Use the standard sign convention. Draw clear, complete and accurate Free Body Diagrams! 5 k Problem 1: Given: The beam with a concentrated load shown below. a 10 ft, b 15 ft. Find: Draw the internal shear force and bending moment diagrams. Use the standard sign convention. Draw clear, complete and accurate Free...
2) The beam shown below is part of a floor system and must support a 4-in reinforced concrete slab, terrazzo flooring (1-in), and a channel suspended ceiling system with acoustical fiber tiles. The beam has a tributary width of 6 ft and must also support an 80 psf construction live load. 27"-0" a) Draw the total load diagram b) find the reactions at the supports A and B c) Draw the shear and moment diagrams d) If during construction an...