determine reactions and the shear and moment distrubtions, & diagrams Problem 4.13 20 kN 30 kN/m...
Problem Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.8-P16.14 by using the moment-distribution method 120 kN 120 kN 150 kN m--4 21 E 200 GPa 1- 500 (106 mm
determine the support of the reactions for the loading shown. Construct the shear and moment diagrams. find the locations at which diagrams intersect the the x-axis if they do. Problem 2 15 kN 4 kN/m 6m6m 1 kN/m Problem 2 15 kN 4 kN/m 6m6m 1 kN/m
Problem 1: (30 points) Draw the shear force (V) and bending moment (M) diagrams for the beam AF given below. (B is a pin support, E is a roller support) Find the support reactions first. You are required to show the magnitude and location of all significant points. You don't have to find the equations defining the shear and moment diagrams unless necessary. However, indicate the order of all curves (e.g. 1" degree, 2nd degree, 3od degree). Ignore the depth...
4. Draw shear force & bending moment diagrams for the shown beams 30 kN 20 kN IO kN m DY E 15 kN 1 kip/ft 27 kip.ft 4.5 ft
For the beam shown in below, determine the displacements and rotations at the nodes, the forces in each element, and reactions. Also, draw the shear force and bending moment diagrams 10 kN 2 E210 GPa .20 kN m For the beam shown in below, determine the displacements and rotations at the nodes, the forces in each element, and reactions. Also, draw the shear force and bending moment diagrams 10 kN 2 E210 GPa .20 kN m
Problem 3 Draw the shear and moment diagrams for the following beams. 20 kN 40 kN/m 150 kN m 8 m 8 kN 8 KN 15 kN/m 20 kN .m .75 m1 m I m0 0.25 m 1 m
Draw the shear and moment diagrams for the structure. 20 KN w=25kN/m 2 m to A В с 4 m 2 m 4 m 4 m
Part B) For the frame (no sidesway) below, determine the reactions and draw the shear and moment diagrams using the moment-distribution method of analysis. Joints A, B and E are fixed and all members are rigidly connected at C and D. You may perform the moment distribution by hand. E is constant, but I is as shown on the frame 50 kN 50 kN 4 m 6 kN/m 21 1.51 1.51 6 m 8 Part 3) Reanalyze the frame of...
Find the Support Reactions and draw the Shear and Moment diagrams. RVM 2 (30 pts) w=1.2 kN/m and p-10 kN. L1 = 6 m and L2-3m. さ -D
Problem 4. Determine the reactions and draw the shear and bending moment diagrams for the beams shown below using the slope-deflection method. 20 k 3 k/ft 1.5 k/ft E 29,000 ksi 1 1,650 in.4