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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
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
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Business Forecasting
Authors: John E. Hanke, Dean Wichern
9th edition
132301202, 978-0132301206
