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P2.3. Consider the floor plan shown in Figure P2.3. Com- pute the tributary areas for (a) floor beam B1, (b) floor beam B2, (c) girder G1, (d) girder G2, (e) corner column C1, and (f) interior column C2. (A) (B C I B2 I G3 I (2) 6 @ 6.67' = 404 I HADE B4 G4 B1 -40'- G1 B3 I. C2 III G2 3 C3 -20'- C4 2 @ 10' 20' = 5 @ 8' 40' C1

P2.3. Consider the floor plan shown in Figure P2.3. Com- pute the tributary areas for (a) floor beam B1, (b) floor beam B2, (c) girder G1, (d) girder G2, (e) corner column C1, and (f) interior column C2. (A) (B C I B2 I G3 I (2) 6 @ 6.67' = 404 I HADE B4 G4 B1 -40'- G1 B3 I. C2 III G2 3 C3 -20'- C4 2 @ 10' 20' = 5 @ 8' 40' C1

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Handwritten work only pls. Don’t forget the FBD it’s imperative. Thanks
P2.3. Consider the floor plan shown in Figure P2.3. Com- pute the tributary areas for (a) floor beam B1, (b) floor beam B2, (c) girder G1, (d) girder G2, (e) corner column C1, and (f) interior column C2. (A) I B2 (B) I G3 C-I 6 @6.67' = 404 I B4 G4 B1 -40'- I I G1 P2.3 B3 C2 G2 (3 C3 20- I I I C4 2 @ 10' 20' = 5 @ 8' 40' C1
Transcribed Image Text:P2.3. Consider the floor plan shown in Figure P2.3. Com- pute the tributary areas for (a) floor beam B1, (b) floor beam B2, (c) girder G1, (d) girder G2, (e) corner column C1, and (f) interior column C2. (A) I B2 (B) I G3 C-I 6 @6.67' = 404 I B4 G4 B1 -40'- I I G1 P2.3 B3 C2 G2 (3 C3 20- I I I C4 2 @ 10' 20' = 5 @ 8' 40' C1
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