2. An aluminum rod shown has a circular cross-section and is subjected to an axial load shown. Determine the total elongation of the rod when the load is applied. Take E=70 GPa. 250 mm- 300 mm- 30 kN 40KN da-150 mm d 200 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Problems:
1. A square aluminum bar should not stretch more than 1.4 mm when it is subjected to a tensile load.
Knowing that E = 70 GPa and that the allowable tensile strength is 120 MPa, determine the maximum
allowable length of the bar.
2. An aluminum rod shown has a circular cross-section and is subjected to an axial load shown.
Determine the total elongation of the rod when the load is applied. Take E=70 GPa.
- 250 mm-
300 mm
30 kN
40 kN
da =150 mm
d 200 mm
3. The rigid bar ABC is supported by a pin at A and a steel rod at C. Determine the largest vertical load P
that can be applied at B if the stress in the steel rod is limited to 30 ksi and the vertical movement of
point B must not exceed 0.01 in. Neglect the weights of the members.
Steel
L- 4 ft
A- 0.50 in
E- 29 x 10* psi
4. The horizontal bar shown is supported by a pin at A and two rods with identical length. Determine the
stress in each rod when the force W = 10 kips is applied.
Steel
A = 0.5 in
E- 29 x 10° psi
Bronze
A - 2 in?
E- 12 x 10° psi
-3 ft
6 ft
3 ft
Transcribed Image Text:Problems: 1. A square aluminum bar should not stretch more than 1.4 mm when it is subjected to a tensile load. Knowing that E = 70 GPa and that the allowable tensile strength is 120 MPa, determine the maximum allowable length of the bar. 2. An aluminum rod shown has a circular cross-section and is subjected to an axial load shown. Determine the total elongation of the rod when the load is applied. Take E=70 GPa. - 250 mm- 300 mm 30 kN 40 kN da =150 mm d 200 mm 3. The rigid bar ABC is supported by a pin at A and a steel rod at C. Determine the largest vertical load P that can be applied at B if the stress in the steel rod is limited to 30 ksi and the vertical movement of point B must not exceed 0.01 in. Neglect the weights of the members. Steel L- 4 ft A- 0.50 in E- 29 x 10* psi 4. The horizontal bar shown is supported by a pin at A and two rods with identical length. Determine the stress in each rod when the force W = 10 kips is applied. Steel A = 0.5 in E- 29 x 10° psi Bronze A - 2 in? E- 12 x 10° psi -3 ft 6 ft 3 ft
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