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igure 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 .75 m. Calculate the reaction forces RA and RE when subjected to vertical loads at odes B, D & C where F1 = 458 kN acts at joint B, F2 = 636 kN acts at joint D and F3 = 70 kN acts at joint C. respectively. Give your answers in kilonewtons (kN) to 2 ecimal places. A 60⁰ F1 B 60° с F3 60⁰ F2 60° E

igure 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 .75 m. Calculate the reaction forces RA and RE when subjected to vertical loads at odes B, D & C where F1 = 458 kN acts at joint B, F2 = 636 kN acts at joint D and F3 = 70 kN acts at joint C. respectively. Give your answers in kilonewtons (kN) to 2 ecimal places. A 60⁰ F1 B 60° с F3 60⁰ F2 60° E

Structural Analysis
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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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 01010 60⁰ F1 B 60° C F3 60⁰ Figure Q2a F2 D 60° E
Transcribed Image Text: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 01010 60⁰ F1 B 60° C F3 60⁰ Figure Q2a F2 D 60° E
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