# Problem 005-mj | Method of Joints

**Problem 005-mj**

Compute the force in all members of the truss shown in Fig. T-08.

**Problem 005-mj**

Compute the force in all members of the truss shown in Fig. T-08.

**Problem 004-mj**

The truss pinned to the floor at D, and supported by a roller at point A is loaded as shown in Fig. T-06. Determine the force in member CG.

**Problem 004-ms**

For the truss shown in Fig. T-05, find the internal fore in member BE.

**Problem 003-mj**

Find the force in each member of the truss shown in Fig. T-04.

**Problem 003-ms**

The truss in Fig. T-04 is pinned to the wall at point F, and supported by a roller at point C. Calculate the force (tension or compression) in members BC, BE, and DE.

**Problem 002-ms**

The roof truss shown in Fig. T-03 is pinned at point A, and supported by a roller at point H. Determine the force in member DG.

**Problem 002-mj**

The structure in Fig. T-02 is a truss which is pinned to the floor at point A, and supported by a roller at point D. Determine the force to all members of the truss.

**Problem 001-ms**

From the truss in Fig. T-01, determine the force in mebers BC, CE, and EF.

**Method of Sections**

In this method, we will cut the truss into two sections by passing a cutting plane through the members whose internal forces we wish to determine. This method permits us to solve directly any member by analyzing the left or the right section of the cutting plane. To remain each section in equilibrium, the cut members will be replaced by forces equivalent to the internal load transmitted to the members. Each section may constitute of non-concurrent force system from which three equilibrium equations can be written.

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