A double-angle shape, 2L7x4x3/8, is used as a tension member. The two angles are connected to a gusset plate with 7/8-inch-diameter bolts through the 7-inch legs, as shown in the figure 3. A572 Grade 50 steel is used. Compute the design strength and the allowable strength

Q: 2.10 A square yellow it is subjected t the allowable t mum allowable cross section if

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

Q: Find out the strength and efficiency of a bolted lap joint .The bolts are of 30mm diameter, grade…

A: Diameter of bolt, d= 30 mmDiameter of bolt hole, do=30+2.5=32.5 mmFor bolts of grade 4.6 fub =400…

Q: Find out the strength and efficiency of a bolted lap joint .The bolts are of 30mm diameter, grade…

A: Diameter of bolt, d= 30 mmDiameter of bolt hole, do=30+2.5=32.5 mmFor bolts of grade 4.6 fub =400…

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

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Q: A 3/4 in (thickness) X 5 in (height) steel plate is connected to another one through two bolts of…

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

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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: 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: 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: Plate 10 4 in. Plate x8 <8

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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: 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: 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: 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