With the use of area moment method 2/3IV. Determine the maximum deflection of the of the following beams.30 k12 A24 ft1 = 1500 in", E = 29 x 10“ psi.15 kN40 kNI = 2 x 10 mm*I = 3 x 10* mmªA-6 m6 mE = 200 GPa III. Determine the information requested for each beam.O, and AA. E= 200 000 MPa. I values shown on figure.80 kNI = 5.0 × 10* mm*I = 2.5 x 10° mm*6 m6 mOA and AA. I values shown on figure. (Ans. 0A=0.00517 rads \, AA = 3.56 in. Į)30 kNI = 3600 in.*I = 1200 in."I= 1200 in."20 ft-- 20 ft- 20 ft

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IV. Determine the maximum deflection of the of the following beams. 30k 12 ft 24 f = 1500 in*, E = 29 x 10“ psi. 15 kN 40 kN I = 2 x 10° mm* I = 3 x 10 mm A 6 m - 6 m E = 200 GPa

IV. Determine the maximum deflection of the of the following beams. 30k 12 ft 24 f = 1500 in, E = 29 x 10“ psi. 15 kN 40 kN I = 2 x 10° mm I = 3 x 10 mm A 6 m - 6 m E = 200 GPa

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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Concept explainers

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

Question

With the use of area moment method

2/3
IV. Determine the maximum deflection of the of the following beams.
30 k
12 A
24 ft
1 = 1500 in", E = 29 x 10“ psi.
15 kN
40 kN
I = 2 x 10 mm*
I = 3 x 10* mmª
A
-6 m
6 m
E = 200 GPa

III. Determine the information requested for each beam.
O, and AA. E= 200 000 MPa. I values shown on figure.
80 kN
I = 5.0 × 10* mm*
I = 2.5 x 10° mm*
6 m
6 m
OA and AA. I values shown on figure. (Ans. 0A=
0.00517 rads \, AA = 3.56 in. Į)
30 kN
I = 3600 in.*
I = 1200 in."
I= 1200 in."
20 ft-
- 20 ft
- 20 ft

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