A Beginner's Guide to the Steel Construction Manual, 14^{th} ed. Chapter 10  Composite Beams © 2006, 2007, 2008, 2011 T. Bartlett Quimby 

Section 10.5 Shear Anchor Design Last Revised: 11/04/2014 SCM I3.2d specifies the shear force, V', that either can be, or is to be, transferred between the concrete and steel. This shear force is transferred between the beam and slab over a length from the location of maximum moment (where the internal forces are the greatest) and point of zero moment. Figure 10.5.1 illustrates the force on a free body diagram of a portion of a beam located between the zero moment location and the maximum positive moment. Figure 10.5.1
By statics, V' equals C_{c} and/or T_{s}. When the plastic neutral axis is in the steel beam, C_{c} is at its maximum value (C_{c} = .85f'_{c}A_{c}) since A_{c} is at its maximum value. When the plastic neutral axis is in the slab, T_{s} is at its maximum value (T_{s} = A_{g}F_{y}) since the entire section is in tension. Since C_{c} always equals T_{s} when the plastic neutral axis is in the slab and is at its maximum when the plastic neutral axis is located in the beam, the maximum value of V' will be the lesser of the maximum values of C_{c} or T_{s}. The smaller value controls. Note that a free body of the other part of the beam to the right of the maximum moment would show that V' must also be developed on that side of the maximum moment as well. For a section to be "fully composite" the shear anchors must provide strength that equals or exceeds the maximum V' resulting from concrete crushing (C_{cmax}) or tensile yielding (T_{smax}) as discussed above. If the shear strength provided by the shear anchors (V' = sum of the strength of the shear anchors located between the location of maximum and zero moments) is less than what can be developed by concrete crushing or tensile yielding then the section is said to be "partially composite" and it's strength must be determined by the limit imposed by the shear anchor strength. Design of Shear Anchors for Fully Composite Strength When designing the shear anchors the total shear strength provided between zero and maximum positive moment locations is the sum of the shear strengths of all the shear anchors in that region. This value is mathematically expressed in SCM equation I31c. V' = S Q_{n} The computation of the shear strength of a single anchor is addressed in SCM I3.2d(3) for studs and SCM I3.2d(4) for channel shear anchors. Steel Headed Stud Shear Anchors, SCM I8.2a Figure 10.2.1 has a series of images of typical steel headed stud anchors on a steel beam. The capacity of a stud to transfer shear is limited either by the shear strength of the stud or the strength of the concrete in contact with and surrounding the stud. SCM Equation I81 reflects these two limits. The equation can be written as: Q_{n} = minimum( 0.5 A_{sa} sqrt(f'_{c} E_{c}), R_{g}R_{p}A_{sc}F_{u}) The definitions of the variables are given in SCM I8.2a. You should review these terms. A commonly used value of F_{u} for available studs is 65 ksi. This value is to be verified with the supplier of the studs during the design process. SCM Table 321 (SCM pg 3209) lists Q_{n} values of commonly used studs and concrete strengths. Steel Channel Anchors Steel channel anchors are small channel sections welded to the top flange of the beam. The channels are arranged so that they are transverse to the beam axis. These shear anchors are not typically used in conjunction with steel decking. The equation for the nominal strength of a channel shear anchor involves terms from the steel and the concrete. SCM equation I82 is used to compute the strength of a steel channel anchor. Required Number of Anchors For full composite action, the number of shear anchors is determined by writing a design inequality where the strength provided the shear anchors equals or exceeds that maximum V' provided by the steel or concrete. (num. anchors)*Q_{n} > min(C_{cmax}, T_{smax}) num. anchors > min(C_{cmax}, T_{smax})/Q_{n} This computation provides us with the number of anchors required between the location of zero and maximum moment (SCM I8.2c). This is HALF the total number of anchors required since the same number is required on the other side of the moment diagram. Size and Spacing of Anchors SCM I8.2d requires that the anchors be spaced uniformly along the flange between the locations of zero and maximum moment. There are also some other limits that must be met for shear stud anchors:
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