PROBLEM 1: The continuous floor beam ABCD is shown in the figure. It has a 100 mm slab thickness and the beams bxhis 300 mm x 500 mm. Column section is 0.30 m x 0.30 m. Live load = 3.6 KPa Superimposed Dead load = 2.6 KPa Concrete weighs = 24 KN/m L= 8 m. S= 2.8 m. 28 neglect the live load Reduchion O Compute the positive moment for beam EF. 2.8 8 m 8 m 8m O Compute the negative moment at the face of support E OCompute the negative moment at F

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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PROBLEM 1:
The continuous floor beam ABCD is shown in the figure. It has a 100 mm slab thickness and the beams
bxh is 300 mm x 500 mm. Column section is 0.30 m x 0.30 m.
Live load = 3.6 KPa
Superimposed Dead load = 2.6 KPa
Concrete weighs = 24 KN/m3
L = 8 m.
S = 2.8 m.
2.8
2.8
Siahs.
neglet the live load Reduchon
O Compute the positive moment for beam EF.
2.8
M
8 m
8 m
8 m
Compute the negative moment at the face of support E
Compute the negative moment at F
Transcribed Image Text:PROBLEM 1: The continuous floor beam ABCD is shown in the figure. It has a 100 mm slab thickness and the beams bxh is 300 mm x 500 mm. Column section is 0.30 m x 0.30 m. Live load = 3.6 KPa Superimposed Dead load = 2.6 KPa Concrete weighs = 24 KN/m3 L = 8 m. S = 2.8 m. 2.8 2.8 Siahs. neglet the live load Reduchon O Compute the positive moment for beam EF. 2.8 M 8 m 8 m 8 m Compute the negative moment at the face of support E Compute the negative moment at F
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