Q2: The rigid bars AB and CD shown in Fig.2 are supported by pins at A and C and the two rods. Determine the maximum force P that can be applied as shown if its vertical movement is limited to 6 mm. Neglect the weights of all members. Aluminum L- 6 m A = 500 mm? E = 70 GPa 6m 6 m Steel L= 6m A= 300 mm E = 200 GPa 6 m 6 m

Q2: The rigid bars AB and CD shown in Fig.2 are supported by pins at A and C and the two rods. Determine the maximum force P that can be applied as shown if its vertical movement is limited to 6 mm. Neglect the weights of all members. Aluminum L- 6 m A = 500 mm? E = 70 GPa 6m 6 m Steel L= 6m A= 300 mm E = 200 GPa 6 m 6 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Determine the forces in members DE, CE, and BC in the truss shown using the method of sections
Pin jointed frame is subjected to the external loads of F6 = 2502 N at D and F7= 1588 N at C as shown in Figure T2. Take the length of frames indicated as: L6 = 1665 mm and L7= 9342 mm. (). Draw the free body diagram of the given Frame/Truss; (6). Estimate the support reactions; (i). Determine the forces in all members indicating the nature of forces; (w). Verify the forces in members AD and AE by another suitable method. F6 F7 L6 60° 60° 30° B E L7
Assume A = A = 20 in², A = 40 in², I = I= 200 in. Ig = 400 in and E= 29,000 ksi. Determine e following: (i) The shear for member (3) at x,= 6 ft = kip (ii) The moment for member (2) at x, = 6 ft = kipfu (iii) The maximum negative moment for member (2) = kip ft (iv) The location of zero shear for member (3) at x,= ft (v) The rotation at joint 2= rad (Show the direction arrow.) (vi) The maximum vertical displacement of the frame in (vii) The maximum horizontal displacement of the frame in
Determine the force in member AB , AC and BC of the truss only HANDWRITTEN answer needed ( NOT TYPED)
tolerance is +-1 in the 3rd significant digit
Given the support reaction is 9.5KN SOLVE FOR THE MEMBER FORCED CD AND CG
44