of a brass core (diameter d, -8 mm) surrounded by a steel shell (inner diameter d2...
A bar is uniformly compressed by an axial force P 40 kN applied throurhard end plate (see figures. The bar consists of a circular steel core surrounded by brass and copper tubes. The steel core has diameter 30 mm, the brass tube has outer diameter 45 mm, and the copper tube has outer diameter 60 mm. The corresponding moduli of elasticity are = 210 GPa = 100 GPa, and E= 120 GPa. Calculate the compressive stresses and in the steel,...
500 mm 1) A circular brass bar AC of diameter 100 mm is rigidly connected to a circular steel bar CB of the same diameter as shown. The composite bar is rigidly held at its two ends A and B. A torque T is applied to the shaft at point C. Knowing that the allowable shear stresses in the brass and steel are 120 MPa and 250 MPa, respectively, determine the allowable torque Tallow. The shear moduli for brass and...
1) A circular brass bar AC of diameter 100 mm is rigidly connected to a circular steel bar CB of the same diameter as shown. The composite bar is rigidly held at its two ends A and B. A torque T is applied to the shaft at point C. Knowing that the allowable shear stresses in the brass and steel are 120 MPa and 250 MPa, respectively, determine the allowable torque Tallow. The shear moduli for brass and steel are...
131 The concrete beam is reinforced with three 20-mm- diameter steel rods. Assume that the concrete cannot support tensile stress. If the allowable compressive stress for concrete is (allown2.5 MPa and the allowable tensile stress for steel is (?allow)st-220 MPa, determine the required dimension d so that both the concrete and steel achieve their allowable stress simultaneously. This condition is said to be 'balanced'. Also, compute the corresponding maximum allowable internal moment M that can be applied to the beam....
4. The composite bar consists of a 20-mm diameter steel segment AB and 50-mm diameter brass end segments DA and CB. Find the stress on each segment due to the applied loads. E of steel is 200 GPa and E of brass is 101 GPa. 250mm 250mm 250mm 50mm 50mm 20mm 75kN 100KN steel brass brass DA 75KN 100KN B
Question 35 300 mm 18 in 4.5 ft 60 mm 40 mm Fig. P2.33 2.34 For the composite block shown in Prob. 2.33, determine (a) the value of h if the portion of the load carried by the aluminum plates is half the portion of the load carried by the brass core, (b) the total load if the stress in the brass is 80 MPa Fig. P2.35 2.35 The 4.5-ft concrete post is reinforced with six steel bars, each with...
Question A-36 steel pipe with an outer diameter of 100 mm and an inner diameter of 80 mm subjected to loadings shown in Figure 1. The pipe is rigidly fixed at B and P - 150 kN. Given the yield stress, Oy -250 MPa and factor of safety, F.S. - 1.5 is used against yielding on this entire pipe. (a) For the stress state at the surface, construct the Mohr circle and determine: (1) the total stresses at surface of...
Question A-36 steel pipe with an outer diameter of 100 mm and an inner diameter of 80 mm subjected to loadings shown in Figure 1. The pipe is rigidly fixed at B and P = 150 kN. Given the yield stress, Oy=250 MPa and factor of safety, F.S. = 1.5 is used against yielding on this entire pipe. (a) For the stress state at the surface, construct the Mohr circle and determine: (1) the total stresses at surface of the...
17.3 A solid circular steel column having a d-150 mm diameter is subjected to a centric compressive load Fat the free end. Determine the critical load if the length of the column is (a) 2.0 m, (b) 1.2 m, and (c) 0.5 m. Use op-280 MPa, 0,=350 MPa, E-210 GPa, a-461 MPa, and b=2,568 MPa.
Figure 5.2 shown a hollow brass pipe with 125 mm diameter and 6 mm thickness (c) has an axial load P applied 5 mm from the geometric axis Using Young Modulus, E 120 GPa, determine; . The load P for which the horizontal deflection at the mid-point C is 5 mm ii. The corresponding maximum stress in the column. P A 125 mm 2.7 m C B Figure 5.2 Brass pipe Figure 5.2 shown a hollow brass pipe with 125...