PEARSON ETEXT ENGINEERING MECH & STATS
PEARSON ETEXT ENGINEERING MECH & STATS
15th Edition
ISBN: 9780137514724
Author: HIBBELER
Publisher: PEARSON
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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.
B C 3.0 E F G 40 kN [m] 3.0 3.0 3.0 Fackverket belastas med en punktlast i G enligt figuren. Bestäm normalkraften i stängerna BC, BF och EF.
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