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Calculate the reactions and member forces. Solution We calculate the reactions. Section 1- 0<x<3 m Section 2 - 0<x<3 m Section 3 - 0<x<...

Read MoreCalculate the reactions and member forces. Solution We calculate the reactions. Section 1 0<x<3 m Section 2 0<x<3m Section 3 0<x<3 m With the above values w...

Read MoreCalculate the member diagrams. Solution We have already calculated the external beam reactions from the previews exercise (Beam with inner hinge (Part A)). We will calculate the member dia...

Read MoreCalculate the reactions of the beam for the external loads. Solution This beam has an inner hinge at Joint G. We make a section at Joint G to calculate the reactions. Global Axis for part...

Read MoreCalculate the member diagrams for Axial Force N, Shear Force Q and bending Moment M for the following beam.

Read MoreCalculate the member diagrams for Axial Force N, Shear Force S and bending Moment M for the following frame. Solution The frame is symmetrical in shape, loading and constraints. So we ca...

Read MoreFind the axial forces of the members 2-3, 3-9 of the truss for the given external loads. Solution From the equilibrium of the forces on the truss we have: We consider the cross sect...

Read MoreThe rod of the picture is loaded with the force P2 which is uniformly distributed on Section D where applied. If the material of the rod is homogeneous and elastic with Elastic Modulus E find the v...

Read MoreDetermine the overturning moment for the 4 m shear panel. a. 58 kN*mb. 62 kN*mc. 84 kN*md. 99 kN*m Answer DSI solution The overturning moment at A is:

Read MoreA force is acting at the top of a building frame as shown. The supporting columns are of equal height and are fixed at the base. The modulus of elasticity E is the same for each column. Assuming the t...

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