5 kN 3. Solve for the complete properties of the resultant of the system of forces on the roof truss, as shown in the figure. 10 kN 5 kN 4 kN 30° DE OB 6 kN Span/ Lower Chord AB: 3 equal divisions @2.00 m-6.00 m ; Pitch = 3 m' Upper Chords ACa CB: 2 equal divisions @ v3 m =23 m

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Chapter12: Static Equilibrium And Elasticity
Section: Chapter Questions
Problem 12.13P: A 15.0-in uniform ladder weighing 500 N rests against frictionless wall. The ladder makes a 60.0...
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Solve for the complete properties of the resultant of the system of forces on the roof truss, as shown in the figure.
5 kN
3. Solve for the complete properties of the
resultant of the system of forces on the
roof truss, as shown in the figure.
10 kN
5 kN
4 kN
30°
DE
6 kN
Span/ Lower Chord AB: 3 equal divisions @2.00 m-6.00 m; Pitch = 3 m'
Upper Chords AC & CB: 2 equal divisions @ V3 m =2 /3 m
Transcribed Image Text:5 kN 3. Solve for the complete properties of the resultant of the system of forces on the roof truss, as shown in the figure. 10 kN 5 kN 4 kN 30° DE 6 kN Span/ Lower Chord AB: 3 equal divisions @2.00 m-6.00 m; Pitch = 3 m' Upper Chords AC & CB: 2 equal divisions @ V3 m =2 /3 m
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