4. Find the axial loads for each link, with P = 60kN. (Hint: vertical reactions at A and C are not zero) 0.25m A 0.35 m B D 0.35m P

F=22KN d=14mm  The pin-jointed truss framework, with frictionless joints, as presented in Figure 3is to be modelled using the finite element method. It is assumed each member ismodelled as 2D linear truss element. Points A, C and D are fixed to ground, while aload F is applied to point B at the angle shown.All members have a constant   How would I assemble the global stiffness matrix for this?

Needs Complete typed solution with 100 % accuracy.

Solve fast with suitable diagram

Use answer from first part without spring to build onto next part, thanks.

Oppgave 1 (Ch 5-6): Draw the free-body diagram of the following systems. a) Beam b) Beam 3m 4KN 6 2m c) The backhoe (1) and its members (2) (suppose that the members have no mass, and that the bucket and its contents have a weight W). 0.25 m 5m 10 2 m 60° 0.5 m

SOLVE STEP BY STEP WITHOUT ARTIFICIAL INTELLIGENCE, SOLVE BY HAND STEP BY STEP Virtual load method on frames. For each case, consider El = constant: 1. Calculate the vertical displacement at node C. Draw the axial force, shear force and bending moment diagrams. 3.00 B 1 Ton/m DIMENSIONS IN m 6.00

SOLVE STEP BY STEP WITHOUT ARTIFICIAL INTELLIGENCE, SOLVE BY HAND STEP BY STEP Virtual load method on frames. For each case, consider El = constant: 2. Calculate the horizontal, vertical and angular displacement at node B. Draw the axial force, shear force and bending moment diagrams. 1 Ton/m 1 Ton B A DIMENSIONS IN m 5.00 3.00

Two steel pipes are used to support a 50KN load, as shown below. The pipes are connected to the wall (at points A and C) and each other (at point B) with pin joints. The load is applied at point B. a. Draw free body diagrams for the two pipes and the pin joint at point B. b. Find the support forces at the wall at points A and C. 1.25m A 50KN 1.15m

Needs Complete typed solution with 100 % accuracy.