Prob. 1.4-19. A vertical force P = 10 kips acts downward at the apex B of frame ABC, as shown in Fig. P1.4-19. The frame is supported by a frictionless pin at C and rests on a roller support at A. (a) Determine the reactions at A and C, and (b) determine the internal resultants (axial force, shear force, and bending moment) at arbitrary cross sections of legs AB and BC, using the respective notations shown in the %3D two cutaways. |P = 10 kips B M1 F1 M2 4 ft C A -3 ft 3 ft
Prob. 1.4-19. A vertical force P = 10 kips acts downward at the apex B of frame ABC, as shown in Fig. P1.4-19. The frame is supported by a frictionless pin at C and rests on a roller support at A. (a) Determine the reactions at A and C, and (b) determine the internal resultants (axial force, shear force, and bending moment) at arbitrary cross sections of legs AB and BC, using the respective notations shown in the %3D two cutaways. |P = 10 kips B M1 F1 M2 4 ft C A -3 ft 3 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
For these frame equilibrium
problems, use the sign convention that is indicated for
each member of each frame.
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