C07 design 08 AZ

Continuous beam


















a b c P M_1 q
3 2 1 30 10 30







axial force
N= 21,2132034355964









Reactions and forces at hinges












Ra Rb P_1 Rc P_2 Rd
76,0620490252397 220,155122563099 -84,0930735378595 -57,7326838446488 63,6396103067893 84,8528137423857

verification:
0












bending moments






















M1 M2 M3








-228,186147075719 117,279220613579 -63,6396103067893




















shear foces






















Q1 Q2 Q3








144,09307353786 -5,90692646214049 -63,6396103067893




















extremum










x= 2,80310245126198
Mextr= 117,860750284064







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