The bond strength for M20 concrete as per IS 456: 2000 is 1.2 N/mm2. For reinforcing steel of grade Fe 360, the development length in terms of bar diameter (6) is
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- Q.11 The bond strength for M20 concrete as per IS 456: 2000 is 1.2 N/mm2. For reinforcing steel of grade Fe 360, the development length in terms of bar diameter () isThe flexural tensile strength of M25 grade of concrete, in N/mm², as per IS:456-2000 is A 0.5 B 5 C 2.25 D 3.5The cross-section of the reinforced concrete beam having an effective depth of 500 mm is shown in the figure (not drawn to the scale). The grades of concrete and steel used are M35 and Fe550. respectively The area of tension reinforcement is 400 mm. It is given that the corresponding to 0.2% proof stress, the material safety factor is 1.15 and the yield strain of Fe550 steel i5 0.0044. 500 mm 100 mm 200 mm A = 400 mm As per IS 456:2000, the limiting depth (in mm, round off to nearest integer) of the neutral axis measured from the extreme compression fiber, is
- The area of the concrete in compression plus the area of reinforcement transferred on the basis of modular ratio, is calledlimit of this steel is 34,000 psi. 10.2 A concrete cylinder 150 mm in diameter was t tested in com- pression and found to be shortened an amount of 0.074 mm over a length of 300 mm. The load at the time of the reading was 89 kN. Compute the modulus of elasticity. 10.3 A mild steel, known to have a proportional limit of 34,000 psi,The composite bar consist of a 20mm diameter A-36 steel segment and 50mm diameter red brass end segments DA and CB. Determine the average normal stress in each segment due to the applied load. Est = 200gPa ; Ebr = 101gPa
- The structural efficiency in managing bending, shear and for steel vs concreteDetermine the x-bar centroid of the composite figure shown. Where: x=5 ftShow your solution and round off if possibleThe composite material is fastened to their junction at rigid plate B and attached to rigid fixed supports at both ends subjected to two loads of 12k positioned symmetrically at B. Determine the stresses and their corresponding behavior for each material. Use 2 decimal places in every solved value. 亚 А 12k 12k 1 ft Steel Est = 29 x 10° psi Ast = 1.03 in? B Aluminum 2 ft Eal = 10 × 106 psi Aal = 8.92 in² C
- 7. A solid aluminum cylinder is placed within an ASTM A501 steel tube as shown. Compute the stresses in the two materials with an applied load of 45,000 lbs. 45,000 lbs 3.5"Ø 3.0"Ø Steel Aluminumdocs.google.com a 10/10 FIND STRESS IN STEEL MATERIALS IN COMPOSITE COLUMIN SHOWN BELOW. IF E st3 200 kN/MM2, Ealu.=70 kN/MM2 100 kN RALU=30 MM Aluminum Steel 31 MPa 69 MPa 55 MPa 19 MPa no one •.. -> 1m RST = 20 MM8. The composite bar is stress-free before the axial loads P1 and P2 are applied. Assuming that the walls are rigid, calculate the stress in each material if P1 = 153 kN and P2 = 80 kN. Steel A = 900 mmA = 2000 mm A = 1200 mm2 E - 200 GPa Aluminum Bronze E - 70 GPa E- 83 GPa 500 mm 250 mm' 350 mm