CE 382 – Structural Analysis Homework Assignment #2 …engr.uky.edu/~gebland/CE 382/Homework...

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CE 382 – Structural Analysis Homework Assignment #2 Due Date: Thursday, February 2, 2017 Calculate the support reactions for the given structures. Solve the beam structure problem; second problem on the following page, using the RISA 2D program or any other structural analysis software at your disposal. (Each problem is worth four points; computer analysis is worth two points.) NOTE: Structural analysis programs require material data input. If there is no such data with your problem, simply assume the following values: E = 200 kN/mm 2 A = 2000 mm 2 Metric units I = 4 x 10 8 mm 4 = 4e8 mm 4 E = 30000 ksi A = 10 in 2 English units I = 500 in 4 As you have previously learned, the material properties do not influence force or moment results for statically determinate structures. However, they do have a pronounced influence on the displacement and rotation results. Feel free to try other nonzero material property values to verify this fact.

Transcript of CE 382 – Structural Analysis Homework Assignment #2 …engr.uky.edu/~gebland/CE 382/Homework...

Page 1: CE 382 – Structural Analysis Homework Assignment #2 …engr.uky.edu/~gebland/CE 382/Homework Solutions/CE... · CE 382 – Structural Analysis . Homework Assignment #2 . Due Date:

CE 382 – Structural Analysis Homework Assignment #2

Due Date: Thursday, February 2, 2017

Calculate the support reactions for the given structures. Solve the beam structure problem; second problem on the following page, using the RISA 2D program or any other structural analysis software at your disposal. (Each problem is worth four points; computer analysis is worth two points.)

NOTE: Structural analysis programs require material data input. If there is no such data with your problem, simply assume the following values:

E = 200 kN/mm2

A = 2000 mm2 Metric units

I = 4 x 108 mm4 = 4e8 mm4

E = 30000 ksi

A = 10 in2 English units

I = 500 in4

As you have previously learned, the material properties do not influence force or moment results for statically determinate structures. However, they do have a pronounced influence on the displacement and rotation results. Feel free to try other nonzero material property values to verify this fact.

Page 2: CE 382 – Structural Analysis Homework Assignment #2 …engr.uky.edu/~gebland/CE 382/Homework Solutions/CE... · CE 382 – Structural Analysis . Homework Assignment #2 . Due Date:

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