A steel rod with a circular cross section is used as a weight hanger. The straight part of the rod is 135-mm long and has a diameter of 5.0 mm. Determine the magnitude of the lateral strain in this portion of the rod when it supports a tensile load of 9.8 N.

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Three rubber bands are shown before and after being stretched. Before stretching, bands A, B and C have lengths of 85 mm, 115 mm, and 160 mm, respectively. After stretching, band A has a length of 100 mm, while bands B and C each have a length of 200 mm. Determine the maximum normal strain in the bands.

Three plates are connected with two bolts and transmit load P = 4.7 kN. Each plate is 4.2 mm thick, and each bolt has a diameter of 9.9 mm. Determine the average shear stress in the bolts.

Three rubber bands are shown before and after being stretched. Before stretching, bands A, B and C have lengths of 75 mm, 115 mm, and 150 mm, respectively. After stretching, band A has a length of 90 mm, while bands B and C each have a length of 180 mm. Determine the maximum normal strain in the bands.

Rigid pipe (2) is supported by a pin connection at C and tie rod (1). The structure supports a load P = 19 kN at pin B. Assume x1 = 3.2 m, x2 = 1.7 m, and y1 = 3.2 m. Determine the force in tie rod (1).

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Three rubber bands are shown before and after being stretched. Before stretching, bands A, B and C have lengths of 85 mm, 110 mm, and 160 mm, respectively. After stretching, band A has a length of 105 mm, while bands B and C each have a length of 210 mm. Determine the maximum normal strain in the bands.

Three rubber bands are shown before and after being stretched. Before stretching, bands A, B and C have lengths of 90 mm, 110 mm, and 165 mm, respectively. After stretching, band A has a length of 110 mm, while bands B and C each have a length of 220 mm. Determine the minimum normal strain in the bands.

A steel rod with a circular cross section is used as a weight hanger. The straight part of the rod is 170-mm long and has a diameter of 4.6 mm. Determine the magnitude of the lateral strain in this portion of the rod when it supports a tensile load of 11.0 N.