SHEAR AND DENDING MOMENT Due Date: 6/11/2019 FOR EACH OF THE FOLLOWING, DETERMINE THE REACTIONS, DRAW THE SHEAR A...
Problem 1- Determine the reactions and draw the shear and bending moment diagrams for the structure shown below using the method of consistent deformations. 75 k 2 k/ft 15 ft15 ft 30 ft 31 E-constant
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 reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.1-P16.5 by using the moment-distribution method. 2 k/ft 36 f24 ft El- constant E -29,000 ksi 1-1,530 in.4
For the structure shown below, compute the reactions and draw shear and bending moment diagrams. On both diagrams for each member, calculate and label the maximum and minimum ordinates (Minimum ordinates are frequently negative values). 8OKN 5m o m /8 m
1. Determine the reactions at A and C and then draw the shear and moment diagrams for the beam shown below. El = constant. (40 points) 2 t/m B TNT 8 m 8 m
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...
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
Compute the reactions and draw the shear and bending moment diagrams continuous beam shown below (use the force method) P 4 kips 2 k/ft I 9 fi 18 ft
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...
Solve the following problems: (25 pts. each) Problem 1 Determine the support reactions then draw the shear and bending moment diagrams for the beam loaded as shown below P !!K LR4 Problem 2 Determine the support reactions then draw the shear and bending moment diagrams for the beam loaded as shown below 구K 4.5 ,81 7 Problem 3 Determine the support reactions then draw the shear and bending moment diagrams for the beam loaded as shown below. Ptok Problem 4...