The tension member shown in the figure contains holes for 3/4-in Ø bolts. At what spacing, s, will the net area for the section through one hole be the same as a rupture line passing through two holes

Q: Determine the design tensile strength of the 12 in. x 1/2 in. steel plate shown in the figure. The…

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Q: | 501-50 1-75-1-350-110 'd 50 4 75 75 ✓ 50 с Then tension member shown in the figure is an A36 steel…

A: Answer We know that Net area for staggered pattern of bolting is given by An = Ag - ∑Area of bolt…

Q: For the given riveted connection shown, having the allowable stresses: Fy = 248 MPa Fy = 150 MPa…

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Q: estion 9 60mm, 60mm 1 100mm 100mm 100mm 100mm A staggered bolted connection has bolts arranged as…

A: The given figure is shown below:

Q: A staggered bolted connection has bolts arranged as shown. Diameter of bolts is 19 mm. Fy = 248 MPa.…

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Q: A staggered bolted connection has bolts arranged as shown. Diameter of bolts is 21 mm. Fy = 248 MPa.…

A: Bolted joints are one of the most well-known components in development and machine plan. They…

Q: Plate t = 8mm C230x19.9 M20 Bolts Ag = 2,530 mm² d = 229 mm T. %3D tw 5.90 mm 80 %3! by = 61 mm ty =…

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

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Q: 10/.. find the shear stress in bolts (4 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM…

A: Given, P = 80kN  Diameter of bolt = 10mm No. Of bolts = 8, Shear stress on the bolt=…

Q: I Example 2 W SECTION The hanger below (front view and side view) supports a 5000 N partition wall.…

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Q: 5. what is the shear rupture capacity of the shear plate of the shear connection in kips? (2 decimal…

A: a)Thickness of shear plate= 0.5 inA992: Fy = 50 ksi, Fu = 65 ksiA36: Fy = 36 ksi, Fu = 58…

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: What is the required bolt diameter at B in mm? * 8.94 10.45 6.32 5.22 13.66 Compute the reaction at…

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Q: Compute the effective net area of the built-up section shown in the figure if the holes are punched…

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Q: Determine the critical net width for the staggered bolted connection as shown in the figure below.…

A: We will use formula of net width along section A B C D E .

Q: A 100 x 100 x 10 mm angle is to be welded to a gusset plate. The angle carries a load of 200 kN…

A: Retaining walls are moderately robust walls used laterally to hold soil so as to be retained on both…

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

A: Given data: Nominal diameter of bolt=3/4 inch

Q: The vertical member shown in Figure STCN17.02 consist of two angles welded to the 8-mm thick gusset…

A: The given data is: Size of angle=75 mm*50 mm*6 mm The area of one angle=738 mm Size of weld=6 mm…

Q: Question 3) The tension member shown in Figure 1 contains holes for in. bolts. At what spacing, s,…

A: We need to calculate spacing between two bolts.

Q: An A36 tension member shown in the figure is connected with three 19 mm diameter bolts. Dia. Of bolt…

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Q: The hole pattern for a 9.5 mm x 250 mm plate with standard size holes for M20 bolts is loaded in…

A: Consider the free body diagram;

Q: SITUATION 1 The tension member shown in the figure contains holes for 1-in Ø bolts. At what spacing,…

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Q: The angle bracket shown, 75 mm x 75 mm x 15 mm thick, is 200 mm long. It is connected to the 16 mm…

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Q: For the given riveted connection shown, having the allowable stresses: Fy = 248 MPa Fy = 150 MPa…

A: The given figure is shown below:

Q: Six bolts are used in the connection between the axial member and the support. The ultimate shear…

A: Allowable stress in bolt is given by ; σ = Ultimate shear strength Factor of safety  σ = 3453 = 115…

Q: Shown in Figure 1 is a centrically loaded bolted connection. The diameter of the bolts is 19 mm…

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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: Determine the smallest net area of the tension member shown in the figure. The holes are for 3/4-in…

A: here given double angle sec  so please keep this in mind for no. of bolt  in net area calculations…

Q: seam Co CA bxh) BOH Esble Strut AB トは

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Q: A gusset plate is bolted to a larger plate by for 22-mm-diameter bolts arrange as shown, separated…

A: The given data is: Diameter of bolt=22 mm r1=r4=80+40=120 mm r2=r3=80+40=120 mm n=4

Q: 13. For a 14-in-wide and 1/2-in-thick plate subject to tensile loading with staggered holes as…

A: Width of plate(B)=14in Diameter of bolt(do)=1/16 in To find Ae

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

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Q: Two steel plate tension members have been connected using 0.72 inch diameter bolts arranged in an…

A: Two steel plate tension membersdiameter of bolts = 0.72 inch arranged in an equally-spaced 9 by 3…

Q: Problem. A bolted connection shown consists of two plates 300 mm x 12 mm connected by 4 - 22 mm…

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Q: A 100 x 100 x 10 mm angle is to be welded to a gusset plate. The angle carries a load of 200 kN…

A: Fillet welds are normally some of the most widely used joints in the welding field. It is the joints…

Q: Compute the available block shear strength of the gusset plate and design tension strength.

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Q: The tension member shown contains holes for 3/4 –in Øbolts. At what spacing, s, will the net area…

A: given: width (B)=8 in

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

A: To determine the allowable tensile strength for ASD.   Given, Grade of steel: Fy = 36 ksi and Fu =…