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A seven-member planar truss (with pin joints) is shown in Fig. 12.18. Each of the seven members has an area of cross section of and a Young s modulus of 207 GPa.
(a) Label the complete set of local and global nodal displacement degrees of freedom of the truss. Assume the X and Y coordinates shown in Fig. 12.18 as global coordinates.
(b) Find the coordinate transformation matrix of each member.
(c) Find the local and global stiffness matrices of each member.
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Knowing that E = 70 GPa and σall = 200 MPa, determine the maximum allowable value of P and the corresponding total elongation of the specimen.
Design of absorption column and the cooler. Process design of other units should be completed along with pipe sizes.
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