Q5 A floor system shown in the following figure carries a load of 8 kN/m². There are columns at A, B, C, D, E, F, G, H, I, and J. The c-c span of the beams is given below. B1=4m; B2=1.5m; B3-5m; B4-6m; B5=6m; B6-2m; B7=6 Determine the load transferred to beams AB, HK and JKF of the floor system. B C A H G B2 B7 B5 Stair-well and Lift-shaft B2B2 BI B2 J B6 F K B3 B4 D E

Structural Analysis
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Chapter2: Loads On Structures
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Q5 A floor system shown in the following figure carries a load of 8 kN/m². There
are columns at A, B, C, D, E, F, G, H, I, and J. The c-c span of the beams is given
below.
B1-4m; B2=1.5m; B3-5m; B4-6m; B5-6m; B6=2m; B7=6
Determine the load transferred to beams AB, HK and JKF of the floor system.
B
с
H
G
B2
B7
B5
Stair-well and Lift-shaft
B2
TB2.
BI
B2
B6
K
F
B4
D
Transcribed Image Text:Q5 A floor system shown in the following figure carries a load of 8 kN/m². There are columns at A, B, C, D, E, F, G, H, I, and J. The c-c span of the beams is given below. B1-4m; B2=1.5m; B3-5m; B4-6m; B5-6m; B6=2m; B7=6 Determine the load transferred to beams AB, HK and JKF of the floor system. B с H G B2 B7 B5 Stair-well and Lift-shaft B2 TB2. BI B2 B6 K F B4 D
Q 8. Use moment are a theorems to find the slope and deflection at end C.
Take E= 200 GPa, I = 80x106 mm4
6 KN
2m-
B
L2m
5 KN
2m-2.5m-
Transcribed Image Text:Q 8. Use moment are a theorems to find the slope and deflection at end C. Take E= 200 GPa, I = 80x106 mm4 6 KN 2m- B L2m 5 KN 2m-2.5m-
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