Page 143 - Handbook of Civil Engineering Calculations, Second Edition
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1.126           STRUCTURAL STEEL ENGINEERING AND DESIGN

                            ANALYSIS OF A RECTANGULAR PORTAL
                            FRAME BY THE STATIC METHOD

                            Compute the plastic moment of the frame in Fig. 28a by using the static method.


                            Calculation Procedure:
                            1. Determine the relative values of the bending moments
                            Consider a bending moment as positive if the fibers on the interior side of the neutral
                            plane are in tension. Consequently, as the mechanisms in Fig. 28 reveal, the algebraic
                            sign of the plastic moment at a given section agrees with that of its angular displacement
                            during collapse.
                              Determine the relative values of the bending moments at B, C, and D. Refer to Fig. 29.
                            As previously found by statics, V A   10.36 kips (46.081 kN), M B   24H A , M C   24H A +
                            10V A ; therefore, M C   M B + 103.6, Eq. a. Also, M D   24H A + 20V A – 74(10); M D   M B
                            – 532.8, Eq. b; or M D   M C – 636.4, Eq. c.
                            2. Assume the mode the failure in Fig. 28b
                            This requires that M B   M D   –M p . This relationship is incompatible with Eq. b, and the
                            assumed mode of failure is therefore incorrect.
                            3. Assume the mode of failure in Fig. 28c
                            This requires that M B   M p , and M C < M p ; therefore, M C < M B . This relationship is in-
                            compatible with Eq. a, and the assumed mode of failure is therefore incorrect.
                              By a process of elimination, it has been ascertained that the frame will fail in the man-
                            ner shown in Fig. 28d.
                            4. Compute the value of M p for the composite mode of failure
                            Thus, M C   M p , and M D   – M p . Substitute these values in Eq. c. Or, –M p   M p – 636.4;
                            M p   318.2 ft·kips (431.48 kN·m).


                            THEOREM OF COMPOSITE MECHANISMS

                            By analyzing the calculations in the calculation procedure before the last one, establish a
                            criterion to determine when a composite mechanism is significant (i.e., under what condi-
                            tions it may yield an M p value greater than that associated with the basic mechanisms).


                            Calculation Procedure:
                            1. Express the external and internal work associated with a given
                            mechanism
                            Thus, W E   e	, and W I   iM p 	, where the coefficients e and i are obtained by applying
                            the mechanism method. Then M p   e/i.
                            2. Determine the significance of mechanism sign
                            Let the subscripts 1 and 2 refer to the basic mechanisms and the subscript 3 to their com-
                            posite mechanism. Then M p1   e 1 /i 1 ; M p2   e 2 /i 2 .
                              When the basic mechanisms are superposed, the values of W E are additive. If the two
                            mechanisms do not produce rotations of opposite sign at any section, the values of W I are
                            also additive, and M p3   e 3 /i 3   (e 1 + e 2 )/(i 1 + i 2 ). This value is intermediate between M p1
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