Considering in the figure, given layout floor of two story framedystem with the total weights as...

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Considering in the figure, given layout floor of two story framedystem with the total weights as W₁=1250+ Ska structure in Y-Y direction. Utilizing ERZINCAN acceleration earthquake spectrum of 1992 kN (lower story), W₁-900+5xb kN(top story) using Rayleigh method calculate the T₁, fundamental period of the N-S record, calculate the elastic maximum displacement values on the floor level. Calculate the T and M internal forces of frame under the total design earthquake forces. Draw M-T Diagrams. force. Not: (Use reduction coefficients for column and beam for effective rigidity as 0.7 and 0.35) 5.0 M 10.0m Vt h₂ hi mz k₂ mi 10.0m k₁ All columns 0.30 m b. Create the 2x2 stiffness (kk)) and mass matrices by using D(kN/m) values the floor stiffnesses and floor weights of the system you calculated above under statically equivalent loads. c.Create the frequency equation by using [K] stiffness and [M] mass matrices that you created above and calculate T, and T₂ periods d. In this system, calciate and show how the (0) mode forms should be by drawing figures. What would the mod forms look like if the building had 3 floors All beams 0,70 m Lower Story h: 290+5b (cm) Top Story h₂=245+5b (cm) B=B Concrete: C25 0.70 m 0.30 m Considering in the figure, given layout floor of two story framedystem with the total weights as W₁=1250+ Sua structure in Y-Y direction. Utilizing ERZINCAN acceleration earthquake spectrum of 1992 kN(lower story), W₁-900+5xb kN (top story) using Rayleigh method calculate the T₁, fundamental period of the N-S record, calculate the elastic maximum displacement values on the floor level. Calculate the T and M internal forces of frame under the total design earthquake forces. Draw M-T Diagrams, force. Not: (Use reduction coefficients for column and beam for effective rigidity as 0.7 and 0.35) 5.0 M 10.0m Vt h₂ hi mz k₂ mi 10.0m k₁ All columns 0.30 m b. Create the 2x2 stiffness (k₁,k)) and mass matrices by using D (kN/m) values the floor stiffnesses and floor weights of the system you calculated above under statically equivalent loads. c.Create the frequency equation by using [K] stiffness and [M] mass matrices that you created above and calculate T, and T₂ periods d. In this system, calciate and show how the [] mode forms should be by drawing figures. What would the mod forms look like if the building had 3 floors All beams 0,70 m Lower Story h: 290+5b (cm) Top Story h₂=245+5b (cm) B=B Concrete: C25 0.70 m 0.30 m Considering in the figure, given layout floor of two story framedystem with the total weights as W₁=1250+ Ska structure in Y-Y direction. Utilizing ERZINCAN acceleration earthquake spectrum of 1992 kN (lower story), W₁-900+5xb kN(top story) using Rayleigh method calculate the T₁, fundamental period of the N-S record, calculate the elastic maximum displacement values on the floor level. Calculate the T and M internal forces of frame under the total design earthquake forces. Draw M-T Diagrams. force. Not: (Use reduction coefficients for column and beam for effective rigidity as 0.7 and 0.35) 5.0 M 10.0m Vt h₂ hi mz k₂ mi 10.0m k₁ All columns 0.30 m b. Create the 2x2 stiffness (kk)) and mass matrices by using D(kN/m) values the floor stiffnesses and floor weights of the system you calculated above under statically equivalent loads. c.Create the frequency equation by using [K] stiffness and [M] mass matrices that you created above and calculate T, and T₂ periods d. In this system, calciate and show how the (0) mode forms should be by drawing figures. What would the mod forms look like if the building had 3 floors All beams 0,70 m Lower Story h: 290+5b (cm) Top Story h₂=245+5b (cm) B=B Concrete: C25 0.70 m 0.30 m Considering in the figure, given layout floor of two story framedystem with the total weights as W₁=1250+ Sua structure in Y-Y direction. Utilizing ERZINCAN acceleration earthquake spectrum of 1992 kN(lower story), W₁-900+5xb kN (top story) using Rayleigh method calculate the T₁, fundamental period of the N-S record, calculate the elastic maximum displacement values on the floor level. Calculate the T and M internal forces of frame under the total design earthquake forces. Draw M-T Diagrams, force. Not: (Use reduction coefficients for column and beam for effective rigidity as 0.7 and 0.35) 5.0 M 10.0m Vt h₂ hi mz k₂ mi 10.0m k₁ All columns 0.30 m b. Create the 2x2 stiffness (k₁,k)) and mass matrices by using D (kN/m) values the floor stiffnesses and floor weights of the system you calculated above under statically equivalent loads. c.Create the frequency equation by using [K] stiffness and [M] mass matrices that you created above and calculate T, and T₂ periods d. In this system, calciate and show how the [] mode forms should be by drawing figures. What would the mod forms look like if the building had 3 floors All beams 0,70 m Lower Story h: 290+5b (cm) Top Story h₂=245+5b (cm) B=B Concrete: C25 0.70 m 0.30 m

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