2-2 A 100-N force is applied at end C of the rod as shown, c) Assess the effect of the angle being varied from 0° to 360° to the moment of the 100-N force about point A [b) (i) MA=0 N-m; (ii) MA=-24k N-m; (iii) M₁ = -12k N-m] 2-3 A 600-N force is applied on end D of the bent rod as shown. c) Assess the effect of the angle being varied from 0° to 180° to the moment of the 600-N force about point A. [b) (i) MA=-180 N-m; (ii) M₁ = - 480k N-m; (iii) M₁ = 180k N-m; (iv) M₁ = - 432k N-m] A 'L X Figure X |A Figure 150 mm P2-2 600 N. 50 cm B P2-3 90 mm 0 B 30 cm C D 100 N C 30 cm
2-2 A 100-N force is applied at end C of the rod as shown, c) Assess the effect of the angle being varied from 0° to 360° to the moment of the 100-N force about point A [b) (i) MA=0 N-m; (ii) MA=-24k N-m; (iii) M₁ = -12k N-m] 2-3 A 600-N force is applied on end D of the bent rod as shown. c) Assess the effect of the angle being varied from 0° to 180° to the moment of the 600-N force about point A. [b) (i) MA=-180 N-m; (ii) M₁ = - 480k N-m; (iii) M₁ = 180k N-m; (iv) M₁ = - 432k N-m] A 'L X Figure X |A Figure 150 mm P2-2 600 N. 50 cm B P2-3 90 mm 0 B 30 cm C D 100 N C 30 cm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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