Question

B. Find the reactions at supports A, B, E, and F of the compound beam loaded as shown in Fig. Q2. 24 kN 10 kN/m IOI Fig. Q2

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Answer #1

As the compound beam shown is statically determinate. We can use equations of statically determinate beam to determine the support reactions. Beam is hinged at point c and d. So we can easily use summation of moment about hinge is equal to zero. Also in fig. Support F is not visible. So we are going to find support reaction for point A, B and E. Calculation is as shown below.

A. RE sing equaゼon of steff cang detes minate ben m &MSumma-4m of moment about hinge C =0 and 320 46kN 5.5 RA-ISRA 4-6 -12 ag umed ol.se c ton. 아h»gite of ou5 at RA iS

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