3.5-1 Block Shear The tension member is a PL × 5% of A242 steel. It is connected to a 3/8-in. thick gusset plate, also of A242 steel, with 3/4-inch diameter bolts as shown in Figure P3.5-1. Determine the nominal block shear strength of the tension member. 11/2" 2½" 11/2" 11/2" 3" 3" 11/2" FIGURE P3.5-1
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- Please show solutions on how to get the 7.85 value. The circle green in the figure. Civil engineering- steel design3.4-2 The tension member shown in Figure 3.4-2 is a PL 5 × 10, and the steel is A36. The bolts are 7/8-inch in diameter. a. Determine the design strength for LRFD. b. Determine the allowable strength for ASD. 2" 3" 2" |27|27|--|--| 3" О 2" FIGURE P3.4-2I vll upvote.....Asap plz
- Asap plsProblem 1: The tension member is a PL 12 × 6. It is connected to a 38-inch-thick gusset plate with78-inch-diameter bolts. Both components are of A36 steel. a. Check all spacing and edge-distance requirements. b. Compute the nominal strength in bearing W' PL PL ½x 6 24" 24" 1"Plate A, PL 16mm x 375mm, is connected to another plate B with 10- 22 mm o bolts as shown. The steel is A36 steel with Fy= 250 MPa and F,= 400 MPa. Assume that plate B has adequate strength. Use ASD. Plate B 375a 75 m 2 75mm Plate A 75 mm 75mm 150 50150 Compute the nominal strength based on yielding in KN.O Determine the allowable tensile strength of Plate A in KN.O Compute the allowable tensile strength at section a-1-2-2-4-c in KN.0
- 10 – 7/8" Bolts Gusset Plate Plate thickness t = ½" 2" b. 2" Tension Member A36 Steel Plate 2" P 12" 2" g I 2" Calculate Tension Capacity 2" of line 1. abcde (A,„) 2. abfcgde (A„) 3. abfgde (A,), and 4. Yielding over Agross An A 3" 3"Solve correctly please.Compute the tensile capacity for the ½ inch thick plate shown. The bolts are ¾ inch diameter high strength bolts. The steel is A36. 24" -P, 1 3"
- A double-angle shape is shown. The steel is A36, and the holes are for 12 mm diameter bolts. Assume that A, = 0.75A.. a. Determine the design tensile strength for LRFD. b. Determine the allowable strength for ASD. Ag = 1560 mm² (Angle) 2L 125 x 75 x 8 LLBBA C9x20 is used as tension member connected to a gusset plate of ½ in thick (Figure 5). The member has to resist service dead load and live load of 40 kips & 80 kips respectively. Steel used is A36. Assume connection is adequate in block shear. Design the bolted connection (check slip critical, shear and bearing strength). Use ASD. t = W" C9 × 20 Figure # 5A double-angle shape, 2L7 3 4 3 3⁄8, is used as a tension member. The twoangles are connected to a gusset plate with 7⁄8-inch-diameter bolts throughthe 7-inch legs, as shown in Figure P3.4-5. A572 Grade 50 steel is used.a. Compute the design strength.b. Compute the allowable strength.