Please calculate the bending moment of the frame with the division layer method. The numbers in brackets indicate the li

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Please Calculate The Bending Moment Of The Frame With The Division Layer Method The Numbers In Brackets Indicate The Li 1 (41.38 KiB) Viewed 18 times

Please calculate the bending moment of the frame with the division layer method. The numbers in brackets indicate the linear stiffness values of the beams and columns. q=2.8kN/m G (7.63) 1 H (4.21) (4.21) (10.21) 60.79) q=3.4kN/m q=3.8kN/M 3.80m D (9.53) E (12.77) F F (7.11) (4.84) (3.64) 4.40m MA ਕਰ 7.50M 5.60M t G (7.63 H 1021 1 G 1/2 H 1/2 13.79) (3790 0.711 1/3 1/3 1/3 3.30 D (9.53) C (1277) F D 1/2 E 1/2 1/2 1/2 1/2 (7.51) (4.84) (364) 4 40 7.50m 5.60 750 56 * Fig 4 Corrected stiffness of beams and columas Fig 5 Moment transfer coefficients of beams and columns