The horizontal beam ABC, as shown, is supported by column BD, and CE. The beam is prevented from moving horizontally by a pin support at end A. Each column is pinned at its upper end to the beam, but at the lower ends, support D is a guided support while E is pinned. Both columns are solid steel bars (E = 30 x 106 psi) of square cross section with width equal to 0.625 inch. Cite the critical buckling load for either column BD or CE?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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23) The horizontal beam ABC, as shown, is supported by column BD, and CE. The beam is prevented from moving horizontally by a pin support at end A. Each column is pinned at its upper end to the beam, but at the lower ends, support D is a guided support while E is pinned. Both columns are solid steel bars (E = 30 x 106 psi) of square cross section with width equal to 0.625 inch. Cite the critical buckling load for either column BD or CE? (Hint: Take k for BD = 2.0)

Express answer in pounds (lbs), up to 1 decimal place. Example: 100.2, 200.0. 

 

24) The horizontal beam ABC, as shown, is supported by column BD, and CE. The beam is prevented from moving horizontally by a pin support at end A. Each column is pinned at its upper end to the beam, but at the lower ends, support D is a guided support while E is pinned. Both columns are solid steel bars (E = 30 x 106 psi) of square cross section with width equal to 0.625 inch. A load Q acts at a distance ‘a’ from column BD. If ‘a’ = 21 inches, what is the critical value Q? Hint: critical Q is the load that will cause the two columns to buckle.

Express answer in pounds, up to 1 decimal place.

 

25) The horizontal beam ABC, as shown, is supported by column BD, and CE. The beam is prevented from moving horizontally by a pin support at end A. Each column is pinned at its upper end to the beam, but at the lower ends, support D is a guided support while E is pinned. Both columns are solid steel bars (E = 30 x 106 psi) of square cross section with width equal to 0.625 inch. A load Q acts at a distance ‘a’ from column BD. If ‘a’ can be varied from 0 to 40 inches, what is the maximum possible value of QCR (critical Q)?

Express answer in pounds, up to 1 decimal place.

a
B
- 10 in.-
-40 in.–
45 in.
35 in.
0.625 in.
0.625 in.
D
E
Transcribed Image Text:a B - 10 in.- -40 in.– 45 in. 35 in. 0.625 in. 0.625 in. D E
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