1 kN 1 kN 1 kN 1 kN B D 1 kN 2 m A E 2 m H 2 m G 2 m F 2 m AB = BC = CD = DE = 3.35 kN C AH = EF = 3kN T GH = FG = 24N T BH = DF = I kN C CH = CF = 1.414 kN T са CG₂ = 0
1 kN 1 kN 1 kN 1 kN B D 1 kN 2 m A E 2 m H 2 m G 2 m F 2 m AB = BC = CD = DE = 3.35 kN C AH = EF = 3kN T GH = FG = 24N T BH = DF = I kN C CH = CF = 1.414 kN T са CG₂ = 0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
3. Suppose the member AH is removed, but member A can now support the horizontal reaction Ax. What would be the value of this support reaction in kN?
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