3. The frame is used to support a live load of 1.2 kPa. Thickness of concrete slab is 100 mm. Weight of concrete is 24 kN/m³. Weight of beam BG is 4.5 kN/m and that of AD is 5 kN/m. 4 m G 1.5 m 1.5 m 1.5 m a. Compute the reaction at G. b. Compute the maximum bending moment at beam BG. c. Compute the reaction at A.

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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The frame is used to support a live load of 1.2kPa. Thickness of concrete slab is 100mm. Weight of concrete is 24kN/m3. Weight of the beam BG is 4.5kN/m and that of AD is 5 kN/m.

a. Compute the reaction at G

b. Compute the maximum bending moment at beam BG

c. Compute the reaction at A

3. The frame is used to support a live load of 1.2 kPa. Thickness of concrete slab is 100
mm. Weight of concrete is 24 kN/m3. Weight of beam BG is 4.5 kN/m and that of AD is 5
kN/m.
B
4 m
>
G
1.5 m
1.5 m
1.5 m
a. Compute the reaction at G.
b. Compute the maximum bending moment at beam BG.
c. Compute the reaction at A.
Transcribed Image Text:3. The frame is used to support a live load of 1.2 kPa. Thickness of concrete slab is 100 mm. Weight of concrete is 24 kN/m3. Weight of beam BG is 4.5 kN/m and that of AD is 5 kN/m. B 4 m > G 1.5 m 1.5 m 1.5 m a. Compute the reaction at G. b. Compute the maximum bending moment at beam BG. c. Compute the reaction at A.
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