2.) Using the earthquake force in the first question, draw the shear and moment diagrams of columns and beams using the Muto method ( ). For Muto calculation; Columns:
40\times 40cm
Column height: 3 Beam:
25\times 50cm
Beam length
3m

E=33000MPa

m=

:1000
(kg). F1= 74376N F2= 4137

Question

2.) Using the earthquake force in the first question, draw the shear and moment diagrams of columns and beams using the Muto method ( ). For Muto calculation; Columns:

40\times 40cm

Column height: 3 Beam:

25\times 50cm

Beam length

3m

E=33000MPa

m=

:1000

(kg). F1= 74376N F2= 4137

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