Discuss the following in the design of structural steel i) Bars and rods ii) Plates and flat bars
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Q: c) Discuss the following in the design of structural steel i) Bars and rods ii) Plates and flat bars
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Discuss the following in the design of structural steel
- i) Bars and rods
- ii) Plates and flat bars
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Solved in 2 steps
- please solve the problem clearly, the problem is about steel structures.An aluminum tube is fastened between a steel rod and a bronze rod as shown. Axial loads are applied at the positions indicated. For Bronze: Allowable stress = 120 MPa, EB = 83,000 MPa For Aluminum: Allowable stress = 120 Mpa, EA = 70,000 MPa For Steel: Allowable stress = 120 MPa, Es = 200,000 MPa Assume that the assembly is suitably braced to prevent buckling. Maximum overall deformation should not exceed 2mm. a) Give the value of the force acting on the bronze so as not to exceed allowable stresses and deformation. b) Give the value of the force acting on the aluminum so as not to exceed its allowable stresses and deformation. c) Give the value of the force acting on the steel so as not to exceed its allowable stresses and deformation.what is design strength. The material of the steel is SM275 and the size is 22mm. The sectional area is 1,650mm^2.
- Which of the following members shown in the figure is a 2-force member? a. AD b. CB c. AB d. EFThe total tensile load of 160kN of a steel is to be stress at the middle portion limited to 150 N/mm2, find the diameter of the middle portion and also the length of the middle portion if the total elongation of the rod is to be 0.2mm. the length of the rod is 40 cm. consider the young modulus of a steel.Yield strength 400 MPa factor of safety 2 In order to prevent leakage in the beam, size it. Calculate at what point the maximum bending stress occurs. Note: Show the calculations in detail
- Topic: COMBINED STRESS-AXIAL TENSION AND FLEXURE BENDING: STEEL DESIGN Please solve your Solution in a handwritten Note: It should be handwritten pleaseeeeStresses at any point in a simple axial member do not depend on the orientation of the plane being considered.Rigid joint A in following system is equivalent to and equivalent to restraints A simple rigid joint restraints, fmmo
- The steel and aluminum plate assembly is bolted together and fastened to the wall. Each plate has a constant width in the z direction of 200 mm and thickness of 20 mm. If the density of A and B is ρs = 7.85 Mg/m3, and for C,ρal = 2.71 Mg/m3, determine the location x̄ of the center of mass. Neglect the size of the bolts.Structural members that are rectangular, square, or round tubular members frequently utilized as columns, hangers, and braced-frame members. a.) HOLLOW STRUCTURAL SECTIONS b.) S-SHAPES c.) WT-SHAPES d.) HP-SHAPESMechanics of Deformable Bodies No long explanation is needed. Solutions only. Rate will be given! ANSWER IN 3 DECIMAL PLACES! Draw the FBD A truss is made up of members with equal lengths. Area of members in compression is 1200mm² and members in tension is 1450mm2. Determine the stresses in members DF and FH.