Find the available strength of the S-shape shown. The holes are for ¾-in diameter bolts. Use A36 steel. S15 x 50 (A=14.7 in?, tw=0.550 in, t=0.622 in) Ans. LRFD = 476 kips, ASD = 318 kips 12" 1½" 32" e d S15 x 50

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…

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A: Calculate the gross area due to yielding. Ag=bt     =5×12     =2.5 in2 Calculate the nominal…

Q: The tension member shown in the figure contains holes for 3/4-in Ø bolts. At what spacing, s, will…

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Q: Find the ava shown in the liameter bolts Use LRFI Use ASD 1 2) 3½" I

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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: The tension member shown in figure below is a PL ½ x 8 of A36 steel. The member is connected to a…

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Q: he plate shown in the figure 2.19 has a thickness of 12 mm. Diameter of bolts is m. A 36 steel is…

A: t= 12 mmd= 16 mmFy = 248 MPa and Fu = 400 MPaThe standard nominal hole diameter of 16 mm bolts = 17…

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: miscellaneous channel MC 300 x 67 is bolted as shown on the figure 2.20 by a 0 mm diam. bolts. A 36…

A: Area of section, Depth, Thickness of web, Flange thickness, Width of flange, To find:           (a)…

Q: Determine the maximum factored LRFD tensile force capacity in tension only (no block shear). The…

A: We know that Maximum factored LRFD tensile force capacity of the member is given by minimum of the…

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

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Q: 1. Two A36 16mm thick steel plates are connected by four rivets shown. 50 PU O 50 x 50 50 a.…

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Q: Find the available strength of the S-shape shown in Figure 3.20. The holes are for 3/4-inch-diameter…

A: Given : The S shape is shown below : Dia of holes = 3/4 in. Using A36 steel FInd - The Available…

Q: Situation 2: A WT 8x13 of A992 steel is used as a tension member, The connection is with 7/8-in,…

A: WT 8×13 of A992 Diameter = 78inch Fy=50 ksi Fu = 65 ksi Ubs = 1.0

Q: Problem1. A PL % x 7 tension member is connected with three 1-inch-diameter bolts, as shown in…

A: Given -

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