Find the number of bolts M8*1 which made from S.
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A: The drawing with proper details and dimensions are as given below:
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Q: 14- The maximum number of bolts that can be accommodated in one row is Boş bırak Карat
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Q: ) Determine the smallest net area of the tension member shown. The holes are for 19 mm Ø bolts at…
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Q: What is the nominal, standard hole size for a 2" diameter bolt?
A: The correct answer is (a) 2.0625"
Q: Compute the net area of each of the given members.
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A: Given , Factored load =720 kN Diameter d=24 mm
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Q: Determine the LRFD design strength and the ASD allowable strength . Neglect block shear. A36 steel…
A: Given data:-⇒A36 steel⇒Fy= 36 ksi⇒Fu=5.8 ksi⇒L6×312×38⇒Ag= 3.42 in2⇒X= 0.787 in⇒Diameter of bolt =…
Q: What is the minimum bolt diameter required in mm.
A: For shearing of rivets P = ζA 60x1000 = 822x14πd2 d = 21.58 mm
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A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…
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- Badly need in 1hour thank u Compute the average shear stress that occurred in each of the 8-mm diameter bolts between the plates and the members and along each of the four shaded shear planes as shown if the axial force is 12 kN.Three steel bolts are to be used to attach thesteel plate shown to a wooden beam. Theplate will support a 110kN and the ultimateshearing stress for the steel used is 360MPaand that a factor of safety of 3.35 is desired,determine the increase in the bolt diameterrequired if an additional 100kN load is addedto the existing 110kN.Two steel plate tension members have been connected using 0.72 inch diameter bolts arranged in an equally-spaced 9 by 3 rectangular formation. Both plates have a thickness equal to 1/3 in. Take shear fracture stress as 51.2 ksi, clear distance for each edge bolt as 0.12 in, and the clear distance for the other bolts as 1.072 in. a)Sketch the connection showing all the details and measurements with units. b)Find the maximum allowable service dead load and live load assuming live load is half as much as dead load. Consider ASD.
- Give me right solution Select a single angle member to resist a tensile load of 60 kN dead plus 40 kN live. The member is 2.5m long and is assumed to be connected with one row of 20 mm ∅ bolts.Check the adequacy of an L4x4x1/2 . ASTM A36 , with one line of ( 4 ) 3/4 in . diameter bolts in standard holes . The dead load and a live load is 500 KN . Calculate at what length this tension member would cease to satisfy the recommended slenderness limit . Assume Ae = 0.8 AgDetermine the factor of safety with an applied load of 500 kN. The six bolts are in single shear connection, have an ultimate strength of 670 MPa, and a diameter of 32 mm.
- Determine the resultant load on the most stressed bolt in the eccentrically loaded connections shown, using the elastic method.The plate shown is fastened to the fixed member by five 10-mm-diameterrivets. Compute the value of the loads P so that the average shearing stress in any rivetdoes not exceed 70 MPa. Present drawings/FBD’s illustrating your solution.A 1 ⁄2 × 5-inch plate of A588 steel is used as a tension member. It is connected to a gusset plate with four 5 ⁄8-inch-diameter bolts as shown in Figure 1. Assume that the effective net area Ae equals the actual net area An. (a) Calculate the design strength for LRFD? (b) Calculate the allowable strength for ASD?
- If the 18 mm plate is connected to two cover plate of 10 mm on top and bottom, what is the capacity of the connection in double shear? Assume that the shear planes pass though the threaded portion. State the condition necessary for these strengths to be available. (Draw the connect first and calculate the capacity)1. Find the As required2. No. of 25mm reinforcements required to resist Mu3. Spacing of stirrups at the critical location (d from face of the support) - use manual calculations, show your solutions.Simply Supported Beam ABCDE below carries multiple loads as shown. A built-upsection made from a T-Section and a Channel (C-Section) fastened together by 16mm∅ bolts,equally spaced from the center of the section, with shearing capacity τ=100 MPa, for bearing σb= 220 MPa for rivets in single shear and σb = 280 MPa for rivets in double shear. E=200GPa forall materials. Determine the spacing of rivets in mm.