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CHAPTER 7:Connections - HUD Usermember to another (i.e., a stud to a top or bottom plate) or from one assembly to another (i.e., a roof to a wall, a wall to a floor, and a floor to a foundation). Connections generally consist of two or more framing members and a mechanical connection device such as a fastener or
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Connection Design Examples - AWCUsing 2015 NDS section 12.2, calculate the Allowable Stress Design (ASD) reference withdrawal capacity of an 8d common plain shank nail in the con nection below:Main member:Spruce-Pine-Fir Nominal 4x (Actual dimension 3.5 in.) (G = 0.4 2) Side member:12 gage (0.105 in. thick) ASTM A653 Grade 33 steel side plate Fastener Dimensions:
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C = dimension of a steel base plate for concrete footing design d = effective depth from the top of a reinforced concrete member to the centroid of the tensile steel d b = bar diameter of a reinforcing bar d f = depth of a steel column flange (wide flange section) fc = concrete design compressive stress f y = yield stress or strength h f
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STRUCTURAL STEEL TERMS/ LAYOUT AND FABRICATION Figure 3-4.Weight and thickness of steel plate. sheet, or plate, according to the thickness of the material, the width of the material, and (to some
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