Use A36 steel and select the lightest American Standard Channel for a tension member that will safely support a service dead load of 444.82 kN and service live load of 222.41 kN. The member is 6.1 m long, and it is connected through the web with two lines of 25 mm diameter bolts. The length of the connection is 150mm. a. Use LRFD b. Use ASD

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: The welded girder shown in the accompanying illustration has an external shear VD = 300 k and VL =…

A: VD=300 kVL=350 k

Q: 3.6-4 Select an S shape for the tension member shown in Figure P3.6-4. The member shown will be…

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

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Q: Group A bolts are used in the connection in Figure . Use an elastic analysis and determine the…

A: Given- service dead load =2.5Kips service live load= 7.5 Kips

Q: 4.3-2 Compute the nominal axial compressive strength of the member shown in Figure P4.3-2. Use AISC…

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Q: Select an S shape for the tension member shown in Figure. The member shown will be connected between…

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Q: Check the bolted section of the given gusset plate connection assuming that the connection is done…

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Q: o normal temperatures but wet in-service conditions. Assume =0.95 and the geometry factor is CA=1.…

A: 1 Area of the plate Ag     Ag = 4×10 = 40 in2for A36 grade steel   fy =36000…

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 beam is connected to a column with 3⁄4­inch­diameter, Group A slip­critical bolts, as shown in…

A: The following formula is used in this question, Rn=FnvAbHere Ab is the nominal area of bolt, Fuv is…

Q: Use A36 steel and select a double-angle tension member to resist a service dead load of 90 kN and a…

A: Given data:- Grade of steel is A36 Service dead load  is 90 kN Service live load is 265 kN Thickness…

Q: Found solutions, steel structure

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Q: The details of an end bearing stiffener are shown in Figure . The stiffener plates are 9⁄16-inch…

A: A572 Grade 50:Fy=50 ksi   Calculating the bearing strength: Apb=6-0.5×916×4=12.38 in2Rn=1.8 Fy Apb…

Q: Determine the allowable tensile force P which can be appllied to the plates shown. The AISC…

A: Diameter of bolt, Thickness of plate, Width of plate, To find: Allowable tensile force.

Q: he bolt is made of a material havin llowable shearing stress of 55.44 M

A: Given:- Allowable tensile stress=140.44MPa Allowable shearing stress=55.44MPa Axial load=17kN…

Q: Select a single-angle tension member of A36 steel to resist a dead load of 28 kips and a live load…

A: The given data is shown below: A36 steelDead load=28 kipsLive load=84 kipsLength of member=18…

Q: Use A36 steel and select the lightest American Standard Channel for a tension member that will…

A: First we summarise the given data : A36 Steel Service deal load = 444.82 kN Service live load =…

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: can be decided as the Class b section. Determine the design value of axial load capacity.

A:

Q: A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset…

A: Answer  Calculation of yielding capacity of the section based on LRFD We know that yielding capacity…

Q: A channel C250x37 mm section is welded to a 9 mm gusset plate. Welding is not permitted on the back…

A: Slot Weld : Slot weld is used to attach flat plates using one or more holes in the top part. To fuse…

Q: Compute the maximum acceptable tensile SERVICE LOAD that may act on a single tee section that is…

A: Answer In order to calculate the minimum acceptable tensile service load we need to first find the…

Q: From the Truss member shown, design all the tension members for ASD and LRFD, if the connection for…

A: Given- A36 steel. Now, For A36 steel: fy=36 ksi=248.211 MPafu=58 ksi=400 MPa Factored load: LRFD:…

Q: Problem For the frame shown, design the maximum permissible value of P with a factor of safety of…

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

A: The given connection with dimensions as follows :

Q: Use A36 steel and select a double-angle tension member to resist a service dead load of 20 kips and…

A:

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: A joist cutting is used as a bracket to support a load of 135 kN. It is welded to the column flange…

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Q: A column is formed by welding two A36 MC sections back-to- back. The column is 32 feet long. With…

A: Following are the given information. A=6.45 in2, d=10 in bf=3.32 in, x=0.990 in Ix=102 in4, Iy=6.40…

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: In an industrial shed an edge support consisting of 2L-110 x 110 mm is to be connected to a 16 mm…

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Q: unic 30 kN 50 KN 20KN 0=30° SOLVE FOR ACL SUPPORT 2m REACTIONS LN DICATE THE DIRECTION e e UNITS…

A:

Q: Use A36 steel and select a double-angle tension member to resist a service dead load of 90 KN and a…

A: Grade of steel is A36Service dead load  is 90 kNService live load is 265 kNThickness of gusset plate…

Q: 1. A double-channel shape, 2C8 18.75, is used as a tension member. The channels are bolted to a…

A: The given figure is shown below:

Q: A plate is used as a tension member, to carry a deadload = 300 KN and live load of 260 KN. Steel…

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Q: The cast iron bearing seat in the picture is bolted to the steel beam of the ceiling bracket and…

A: Solution: (a) For ISO 8.8 bolts, minimum proof strength, Sp = 600 MPa For permanent joints and…

Q: From the Truss member shown, design all the tension members for ASD and LRFD, if the connection for…

A: Solution: A36 steel: fy=36 ksi=248.211 MPafu=58 ksi=400 MPa Factored load: LRFD:…

Q: A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset…

A: