Support reactions are already calculated as in the
figure 2.
Please draw the bending moment diagram for the
frame.
EI =constant 10 kN/m B С D 1.5L L L A E t 77
utton 10 kN/m B с D Let us assume the Support reactions as shown in figure 1.5L А. If <Hs 1 HAM ابيا = EL TRA TRE, 75h =2.56
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