Example 3 Examples 1 and 2 are simple problems that could have been analyzed using the curves given in reference 2. ... that the finite element formulation proposed by Krajcinovic provides the analysis potential necessary for the solution of diverse problems of torsion of rolled sections. ... William McGuire, Steel Structures, Prent ice-Hall, Inc., Englewood Cliffs, N.J., 1968. 2. ... Harold C. Martin, Introduction to Matrix Methods of Structural Analysis, McGraw-Hill, New York, 1966. 9.
|Title||:||Structural Engineering Practice, Analysis, Design, Management|