Select the lightest W10 section that will resist a service tensile load, PD = 120 kips and PL = 160 kips. The member is to be 24ft long and is assumed to have two lines of bolts in each flange and one line of bolts in the web. Assume there are four bolts in each line, 3" on center. All holes are for 7/8" bolts. Use A992 - Grade 50 steel. Neglect block shear. Must show sketch.

Q: 1.4) The design block shear strength is A) 234.900 kips B) 176.175 kips C) 211.050 kips D) 158.288…

A: The given figure is shown below:

Q: 4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm…

A: A992 WF steel section, bolts are 20mm in diameter The WF section is to be connected to a 12mm-thick…

Q: NEED ANSWER URGENT PLS!! A W 12 x 35 tension member of A992 steel (Fy = 350 MPa and Fu = 450 MPa) is…

A:

Q: The T-shape shown in the figure is used as a tension member. Given that the gross area Ag = 2556…

A: T- shape member properties:Gross area, Ag = 2556 m2Thickness of web, tw = 10 mmGross depth, D = 220…

Q: A C9×20 is to be used as a tension member (Figure 1). The channel is bolted to a ¾- inch gusset…

A: C9 x 20t = 3/8 inch db = 1 in

Q: A C9 × 20 tension member is connected with 11 ⁄8-inch-diameter bolts, as shown in Figure 2. Fy = 50…

A: Consider the free body diagram;

Q: The splice plates shown in Figure 2 are ½-inch-thick. How many 7/8-inch-diameter, Group B bolts are…

A: Nominal bolt area is given by

Q: Question 5 The A572 Grade 50 (fy = 50 ksi, fu = 65 ksi) tension member shown in Figure 3 is…

A:

Q: A C8 x 18.75 is to be used as a tension member. The channel is bolted to a 3⁄8-inch gusset plate…

A: Solution Given Data  C8 x 18.75

Q: 4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm…

A: A W16x67 is given , we need to find out a. The nominal strength based on gross section yielding.b.…

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: 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: The tension member shown in the figure below is a ¹/2 x 10 plate of A36 steel: Fy = 36 ksi, Fu = 58…

A:

Q: Select the most economical C-shape of A36 steel to be used as a 21-foot-long tension member. The…

A: L = 21 ftPDL = 100 kipsPLL  = 120 kipsdb = 3/4 indbo = 3/4+1/8 = 0.875 inFy = 36 ksiFu = 58 ksi

Q: Determine the nominal axial compressive strength of the members shown in the following

A: The values and figure given in the question are as follows Length of column=L Effective length of…

Q: The tension member shown is a PL 5/8 x 10, and the steel is A36. The bolts are 7/8-inch in diameter.…

A: Member =58×10 Steel A36 → Fy=36 ksi → Fu=58 ksi Bolts are 78 in. diameter.

Q: 1.2) The effective net area is A) 5.510 in B) 4.536 in C) 4.536 in D) 4.109 in

A: A double-channel shape, 2 C8*18.75, is used as a tension member. The channels are bolted to a…

Q: 6) Calculate the shear lag reduction factor, u, for the spliced W-shape tension member shown. Hint:…

A:

Q: Problem 2: A C12 x 30 is connected with 1-in. diameter bolts in each flange, as shown in Fig- ure…

A:

Q: Since  the reaction force at point A is 8975 #, The reaction force at point H is 7625#, the stress…

A: Given Data: The reaction force at point A is RA=8975 lbs. The reaction force at point H is RH=7625…

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

A: Answer Given in the Below attachments