FUND OF THERMODYNAMICS- UND CUSTOM
FUND OF THERMODYNAMICS- UND CUSTOM
2nd Edition
ISBN: 9781119694205
Author: Borgnakke
Publisher: WILEY C
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Determine the reaction force acting on the beam AB, given F = 680 N. 5 4 4 m 3 3 A B 30° 3 m F (N)
The frame in the figure is made of an HEA 300 profile (E = 210 GPa, material S355).a) Determine the support reactions at point A. (1p)b) Sketch the bending moment diagram caused by the loading. (1p)c) Using the principle of virtual work (unit load method), calculate the vertical displacement at point B using moment diagrams. Also take into account the compression of the column. (3p)
9 kN/m 6 kN/m 3 m 6 m Bestäm, med hjälp av friläggning och jämviktsberäkningar, tvärkrafts- och momentdiagram för balken i figuren. Extrempunkter ska anges med både läge och värde.
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