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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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