1 answer

120 KN kN 60 kN 2 60 KN 60 KN 1. For the shown three-hinged 4 m arch and loads,

Question:

120 KN kN 60 kN 2 60 KN 60 KN 1. For the shown three-hinged 4 m arch and loads, determine the internal forces (N.F., S.F., an
120 KN kN 60 kN 2 60 KN 60 KN 1. For the shown three-hinged 4 m arch and loads, determine the internal forces (N.F., S.F., and B.M.) at section s-s 6 m 6 m 4 m 4 m 4 m 4m 4m 4m

Answers

GOKN GokN GokN 4 GokN s nl HA Fores CN-f, S F and m) at seuion s-s Supbork Rea ons EMB-o [summahon of moment ak Support B 2erTo get HA inktrnal gm at point cis zero sign onmbon tue HA -12o kNtve means assumed diectn is o Suppor* Roqtion»N.F ym tane 0 45° hn A18otN Sf 69.205 kN

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