Check the column for buckling according to EC3. HEB300/S275 and axial force NEd=1000KN. The column (L=15m) is pinned at the two far ends (strong axis y-y). The column is pinned every 5m at the weak ax...
Read MoreCalculate the member diagrams for the uniform loading q for the pinned beam at two ends. Solution From the equilibrium of forces we calculate the reactions F1,F2,F3. We make a section 0&l...
Read MoreThe beam is fixed at end B and free at end A. It is loaded at end A with the concentrated force 2F. At the same time there is a temperature change ΔT. Calculate the length change Δx. (Modulus of elast...
Read MoreFind the member diagrams for the triangular loading. SOLUTION We calculate the reactions at the fixed end A.
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...
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