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Mechanics of Materials CIVL 3322 / MECH 3322 Stresses E01 A solid 0.5 in diameter steel hanger rod is used to hold up one end of a walkway support beam. The force carried by the rod is 5,000 lb. Determine the normal stress in the rod. (Disregard the weight of the rod). Stresses 2

Mechanics of Materials - Memphis14 January 2011 1 Mechanics of Materials CIVL 3322 / MECH 3322 Stresses E01 A solid 0.5 in diameter steel hanger rod is used to hold up one end of a

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Page 1: Mechanics of Materials - Memphis14 January 2011 1 Mechanics of Materials CIVL 3322 / MECH 3322 Stresses E01 A solid 0.5 in diameter steel hanger rod is used to hold up one end of a

14 January 2011

1

Mechanics of Materials CIVL 3322 / MECH 3322 Stresses

E01

A solid 0.5 in diameter steel hanger rod is used to hold up one end of a walkway support beam. The force carried by the rod is 5,000 lb. Determine the normal stress in the rod. (Disregard the weight of the rod).

Stresses 2

Page 2: Mechanics of Materials - Memphis14 January 2011 1 Mechanics of Materials CIVL 3322 / MECH 3322 Stresses E01 A solid 0.5 in diameter steel hanger rod is used to hold up one end of a

14 January 2011

2

Rigid bar ABC is supported by a pin at A and axial member (1), which has a cross section of 540 mm2 . The weight of the rigid bad ABC can be neglected. (a) Determine the normal stress in member (1) is a load P=8kN is applied at C. (b)  If the maximum normal stress in member (1) must be limited to 50 Mpa, what is

the maximum load magnitude P that may be applied to the rigid bar at C?

Stresses 3

A 50-mm-wide steel bar has axial loads applied at points B, C, and D. If the normal stress magnitude in the bar must not exceed 60 MPa, determine the minimum thickness that can be used for the bar.

Stresses 4

Page 3: Mechanics of Materials - Memphis14 January 2011 1 Mechanics of Materials CIVL 3322 / MECH 3322 Stresses E01 A solid 0.5 in diameter steel hanger rod is used to hold up one end of a

14 January 2011

3

http://web.mst.edu/~mecmovie/

Stresses 5

Homework

¢ P 1.7 ¢ P 1.14 ¢ P 1.21

Stresses 6