A 22 kg chimp hangs from the end of a horizontal branch that is 1.1 meters long. If the branch can be treated as a uniform cylinder of diameter 4.6 cm and the Shear Modulus for the branch is 1.6x106N/m2, how far does the branch sag?
A 22 kg chimp hangs from the end of a horizontal branch that is 1.1 meters...
A 24 kg chimpanzee hangs from the end of a horizontal, broken branch of length L0 = 1.1 m , as shown in the figure(Figure 1). The branch is a uniform cylinder 4.1 cm in diameter, and the end of the branch supporting the chimp sags downward through a vertical distance Δx = 11 cm . What is the shear modulus for this branch?
A 25 kg chimpanzee hangs from the end of a horizontal, broken branch of length L0 = 1.4 m , as shown in the figure(Figure 1). The branch is a uniform cylinder 4.3 cm in diameter, and the end of the branch supporting the chimp sags downward through a vertical distance Δx = 16 cm . What is the shear modulus for this branch?
A 20 kg chimpanzee hangs from the end of a horizontal, broken branch of length Lo = 1.4 m, as shown in the figure(Figure 1). The branch is a uniform cylinder 4.5 cm in diameter, and the end of the branch supporting the chimp sags downward through a vertical distance Ac = 13 cm. Part A What is the shear modulus for this branch? Express your answer using two significant figures. AEQ R O 2 ? N/m2 Figure < 1...
A spider of mass 6.9 x 104 kg hangs from a 78.1-cm-long thread whose diameter is 2.0 x 10 mm. Young's modulus of thread is 3 x 10° N/m2. By how much does the thread stretch?
A sign (mass 2500 kg ) hangs from the end of a vertical steel girder with a cross-sectional area of 0.014 m2 . Ignore the mass of the girder itself. The elastic modulus for steel is 2.0×1011N/m2. What is the stress within the girder? What is the strain on the girder? If the girder is 8.50 m long, how much is it lengthened?
A sign (mass 2300 kg ) hangs from the end of a vertical steel girder with a cross-sectional area of 0.018 m2 . Ignore the mass of the girder itself. The elastic modulus for steel is 2.0×10^11N/m2. A.) What is the stress within the girder? B.)What is the strain on the girder? C.)If the girder is 9.40 m long, how much is it lengthened?
A sign (mass 2100 kg k g ) hangs from the end of a vertical steel girder with a cross-sectional area of 0.015 m2 m 2 . Ignore the mass of the girder itself. The elastic modulus for steel is 2.0×1011N/m2 2.0 × 10 11 N / m 2 . A. What is the stress within the girder? B. What is the strain on the girder? C. If the girder is 7.20 mm long, how much is it lengthened?
A horizontal aluminum rod 2.8 cm in diameter projects 6.5 cm from a wall. A 1300 kg object is suspended from the end of the rod. The shear modulus of aluminum is 3.0·1010 N/m2. Neglecting the rod's mass, find (a) the shear stress on the rod and(b) the vertical deflection of the end of the rod. I got part A at 2.1*10^7 but can not get part B. I came up with the answer of 4.1*10^-5 m but that is...
A horizontal aluminum rod 3.7 cm in diameter projects 7.6 cm from a wall. A 1200 kg object is suspended from the end of the rod. The shear modulus of aluminum is 3.0-1010 N/m2. Neglecting the rod's mass, find (a) the shear stress on the rod and (b) the vertical deflection of the end of the rod. a Numbe UnitsT N/m 2 or Pa ussss UnitsTm (b) Numbe
A horizontal aluminum rod 4.7 cm in diameter projects 7.4 cm from a wall. A 1400 kg object is suspended from the end of the rod. The shear modulus of aluminum is 3.0-1010 N/m2. Neglecting the rod's mass, find (a) the shear stress on the rod and (b) the vertical deflection of the end of the rod. (a) Numbe? (b) Number Units T N/m 2 or Pa %) units