Figure Q2a shows a truss structure in static equilibrium supported at points A and B, where each truss member AB, AC, BC, BD, CD, DE & CE are all the same length at 1.75 m. Calculate the reaction forces RA and RE when subjected to vertical loads at nodes B, D & C where F1 = 458 kN acts at joint B, F2 = 636 kN acts at joint D and F3 = 870 kN acts at joint C. respectively. Give your answers in kilonewtons (kN) to 2 decimal places. A 60⁰ F1 B 60° C 60⁰ F3 Figure Q2a F2 D 60° E For the truss structure under the loading conditions above in Q2a, calculate the forces

Figure Q2a shows a truss structure in static equilibrium supported at points A and B, where each truss member AB, AC, BC, BD, CD, DE & CE are all the same length at 1.75 m. Calculate the reaction forces RA and RE when subjected to vertical loads at nodes B, D & C where F1 = 458 kN acts at joint B, F2 = 636 kN acts at joint D and F3 = 870 kN acts at joint C. respectively. Give your answers in kilonewtons (kN) to 2 decimal places. A 60⁰ F1 B 60° C 60⁰ F3 Figure Q2a F2 D 60° E For the truss structure under the loading conditions above in Q2a, calculate the forces

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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