Problem 3.(4 points) For the determinate frame shown below calculate the reactions and draw the final...
1. (60 points) Draw axial, shear, and bending moment diagrams for the frame shown below. Draw one set of P, V, and M diagrams for Column AB, one set for Beam BE, and one set for Column DF. There is a fixed support at A and applied forces and moments as shown below. 500 lb 500 lb 5 k-ft 5 k-ft D 5 k-ft B 10 10' 10' E 500 lb/ft 10' 10' 5k s tiskt 5 k-ft 1k 2....
make sure not to copy previous work For the frame shown below: 1- Calculate the reactions at the supports 2- Show the equilibrium at nodes B and C 3- Draw the normal force, the shear force and the bending moment diagrams 2 KN 3 KN 2 m 2 m 3 m 4 m For the frame shown below: 1- Calculate the reactions at the supports 2- Show the equilibrium at nodes B and C 3- Draw the normal force, the...
Problem 2: For the beams shown below: 1-Calculate the reactions at the supports. 2- Draw the shear force) and the bending moment diagrams. Indicate all critical values. 800 N Internal hinge 200 N.m 4 m 120 N/m Beam A 8 m 100 KN Internal hinge 20 KN/mm 10m ←ㅡㅡㅡ + + 5 m ㅡㅡ 10m ㅡ ㅡ Beam B
For the frame shown in Figure 2, sketch the location, type and direction of reactions, the shape or form of the deflected shape and the bending moment, shear force and axial force diagrams that you would expect. POINT LOAD Figure 2
Find the reactions of the two statically indeterminate beams shown below using the Force method. Draw the shear and moment diagrams. Also, draw the deflected shape and indicate points of inflection and regions of positive and negative curvatures. El-Constant klft 2 lO lo P1
detailed explaination please. Problem 3 The statically determinate frame consists of a vertical beam A-G and an angled section. The two sections are connected by a hinge at G. The system is loaded by a force F and a uniformly distributed load ga The weight of the system is negligible Given: a 2m, F- 12kN, o Fia Question 3.1: Determine the reactions at the two supports Question 3.2: Calculate the values of the intemal forces and momets at the following...
Find the reactions of two statically indeterminate beams shown below using the force method. draw the shear and moment diagrams. Also draw the deflected shape and indicate points of inflection and regions of positive and negative curves. 2 KNİm 挤C 5 m bm そ
1- For the frame shown below a) Place internal hinges in the frame to make it determinate (5 points) b) Solve for reaction forces at supports (10 points) c) Draw the shear and moment diagrams for beams DE, EF. (20 points) 3 K/A 2 K/ft D E F 1 10ft B 20 ft 20ft
Question 1. Statically Determinate Frames (15 Marks) For the fame below: (3 marks) a) Find reactions, vertical and horizontal b) Draw Shear Force Diagram SFD, showing all significant values (5 marks) c) Draw Bending Moment Diagram BMD, showing all significant values (5 marks) (2 marks) d) Sketch deflected shape 4 kN/m 100kN 3 3 10m
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.