2. Consider the floor plan shown in Figure. The floor is 100mm thick reinforced concrete. Determine the -6 @ 6.67'= 40► I- B2 GI B3 following: (a) load that acts on floor beam B1, (b) load that acts on beam B5, (c) the load acting on corner column C1, and (d) the load acting on interior B4 2 @ 10'= C2 B-I G4 I- B5 –I- G3 G2 B1 5 @ 8'= 4 column C2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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TRIBUTARY METHOD OF LOAD DISTRIBUTION
(3)
2. Consider the floor plan shown in
Figure. The floor is 100mm thick
F-6 @ 6.67' = 40
%3D
C4
I-
reinforced concrete. Determine the
B2
GI
B3
following:
(a) load that acts on floor beam B1,
(b) load that acts on beam B5,
(c) the load acting on corner
column C1, and
(d) the load acting on interior
B4
2 @ 10' = 20'
B)
C2
I- B5 –I-
I
G4
G2
G3
B1
5 @ 8'= 40'
column C2
©-I-
C3
Ci
40'
20
*Neglect the weight of joists
Transcribed Image Text:TRIBUTARY METHOD OF LOAD DISTRIBUTION (3) 2. Consider the floor plan shown in Figure. The floor is 100mm thick F-6 @ 6.67' = 40 %3D C4 I- reinforced concrete. Determine the B2 GI B3 following: (a) load that acts on floor beam B1, (b) load that acts on beam B5, (c) the load acting on corner column C1, and (d) the load acting on interior B4 2 @ 10' = 20' B) C2 I- B5 –I- I G4 G2 G3 B1 5 @ 8'= 40' column C2 ©-I- C3 Ci 40' 20 *Neglect the weight of joists
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