ALL BEAMS 1.5 I 48 kN 60 kN A I E 21 For the multistory frame...

  

Transcribed Image Text:

ALL BEAMS 1.5 I 48 kN 60 kN A I E 21 For the multistory frame shown, use approximate methods to determine the member internal forces and the reactions. Use super position to analyze considering each load case separately (vertical and lateral).. TIT 2 kN/m 4 kN/m 00 6 m USE I.P @ 0.14 L FOR GRAVITY LOAD F 4 kN/m 3 kN/m 00 21 B TTT 4.8 m G K C TTT 3 kN/m 5 kN/m 8 m I H 21 L 3.6m 4.8m D TTT ALL BEAMS 1.5 I 48 kN 60 kN A I E 21 For the multistory frame shown, use approximate methods to determine the member internal forces and the reactions. Use super position to analyze considering each load case separately (vertical and lateral).. TIT 2 kN/m 4 kN/m 00 6 m USE I.P @ 0.14 L FOR GRAVITY LOAD F 4 kN/m 3 kN/m 00 21 B TTT 4.8 m G K C TTT 3 kN/m 5 kN/m 8 m I H 21 L 3.6m 4.8m D TTT

Answer rating: 100% (QA)

To determine the member internal forces and reactions for the given multistory frame using approxima... View the full answer