A single-angle tension member, made of A588 steel, is connected to a gusset plate by a single line of bolted connection as shown below. The bolts are 7/8 inch in diameter Determine the nominal tensile strength based on effective net area. Use equation for U. Repeat part (a), but use standard value for U(AISCTable D3.1) @Structural Steel Design - A Practice Oriented ApproachBiblioteca en línea. Materiales de aprendizaje gratuitos. Ninguna Categoria Subido por Jonathan Luis Yabar Geldres @Structural Steel Design - A Practice Oriented Approach
View BCE_steel1_tension members.pdf from CIVIL ENGI 1 at Mansoura University. Steel structures 1 Dr. Mohamed Ghannam Structural engineering department Faculty of engineering Mansoura Current Resistance Factor Report Final Screw SteelTranslate this pageCurrent Resistance factor in bolts Effective area An L5 5 1?2 tension member of A242 steel is A36 steel is used.a.Compute the available strength for LRFD.b.Compute the available strength for ASD.FIGURE P3.3-7 3.3-8 An L5 s 5 s 1 / 2 tension member of A242 steel is connected to a gusset plate with six 3 / 4-inch-diameter bolts as shown in Figure P3.3-8.
The notation for a and b follows that of the AISC Manual as does the remainder of this procedure. d 1.125 2.5 1.9375 2 2 1.125 d a a 1.5 2.0625 2 2 br 0.94 ar 1 rrt 5 a 2 1b T b b where T required tension per bolt 21.6 kips. 5 1 27.4 a 2 1b 5 0.286 0.94 21.6 Steel Design [6 ed.] 9781337094740 - DOKUMEN.PUBxample 3.1 A 1 2 3 5 plate of A36 steel is used as a tension member. It is connected to a gusset plate with four 5 8 -inch-diameter bolts as shown in Figure 3.3. Assume that the effective net area Ae equals the actual net area An (we cover computation of effective net area in Section 3.3). a. What is the design strength for LRFD? b. Steel Structures Behavior and LRFD (Ramulu Vinnakota)Siruciural Members (AISI, 2001} issued by the American tron and Steel Institue, Properties of many common cold-formed shapes are given in the Colt-Formed Steel Design Manuel (AISI, 2002} 2.4 Heat Treatment of Steel AAs mentioned in Section 2.2, the properties of steel are greatly affected by its chemical composition.
An L5×5×12 tension member of A242 steel is connected to a gusset plate with six 34-inch-diameter bolts as shown in Figure P3.3-8. If the member is subject to dead load and live load only, what is the maximum total service load that can be applied if the ratio of live load to dead load is 2.0?