3. A 13x127mm Plate of A36 steel is used as tension member. It's is connected to gusset plate with four 16mm-diameter bolts as shown in the figure. Determine the design and the allowable strength of the member. (NOTE: fy= 248 MPa and fu= 400 Mpa) Gusset Plate Plate 13x127mm O Holes

Q: PROBLEM 9.9 9.10 In the bolted connection of Figure 9.12, assume that the bolts are in. in diameter…

A:

Q: Determine the design tensile strength, Pn, of a 3/8 x 6 plate tension member shown in the figure.…

A: 38×6 plateFu = Ultimate strength = 58 ksiFy = Yield strength = 36 ksi

Q: A 2L 3 x 2 x ¼ LLBB tension double angle, A36 steel is subjected to a dead load of 12 kips and a…

A: For the given double angle member,

Q: 10 mm 20 mm The assembly above is comprised of a 10mm-diameter steel bolt, and a 20mm-diameter,…

A: option (d) or last option is correct  the explanation is given below

Q: The following image shows a front and side view of the column connection. The bolts have a diameter…

A:

Q: 2. The figure shows a plate having a width of 400mm and thickness of 12mm is to be connected to…

A:

Q: Problem 7: The load that will be applied to the connection shown has a live load - to - dead load…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: A double-angle tension member, 2L 3 x 2 x 4 LLBB, of A36 steel is subjected to a dead load of 12…

A: 2L 3 x 2 x 1/4 LLBB section A36 steelDL = 12 kipLL = 36 kip db = 3/4 in

Q: loads shown. Does this member have enough strength Assume that . a) Per LRFD b) Per ASD

A: For grade A 36,Dead load =95 kipsLive load =9 kipsNeed to findDoes member have enough strength.(a)…

Q: Q1. Design the bolted connection. When a bracket is bolted to the flange of a column using a bracket…

A: Consider the free body diagram of given bracket connection with column flange as shown below.Bracket…

Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for 2-inch-diameter…

A: Double angle section is shown in the figure above. Grade 60 steel is used. Diameter of bolts= 1/2…

Q: Use ASD to determine the width of the 5/8 inch thick A36 plate subjected to tension as shown below.…

A: ASD5/8 inch thick A36 platedead load, PD=85 kiplive load ,PL=80 kipTwo rows of 5/8 inch standard…

Q: Problem 3. An un-equal leg angle L8x4x½ made of ASTM A242 steel (Fy = 50 ksi, Fu = 70 ksi) is used…

A: Unequal leg angle, L 8 x 4 x 1/2" of ASTM 242 steel, Fy=50 ksi , Fu= 70ksi To Find: (a) Factored…

Q: QUESTION 8 3. check the capacity of the shear connection. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi,…

A: Following formula will be used to calculate the yielding shear strength of the plate. Vn=A×Fy Where,…

Q: The tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with…

A: d (diameter of bolt) = 7/8 inch Fu = 70ksi