QUESTION 1 A built-in beam shown in Figure 1 carries a distributed load of 30 KN/m between point A and D and 10 KN/m that stretches 4m from the walls. It is also subjected to point loads of 40 KN at point B and C. Use Moment Area method to determine the slope of the beam at point B and the maximum deflection. Take E = 210 GPa; 1= 160 x10 mm². 40KN 40KN 10kN/m -30kN/m 10kN/m A D 4m. 4m 8m Fig. 1

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Chapter2: Loads On Structures
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QUESTION 1
A built-in beam shown in Figure 1 carries a distributed load of 30 KN/m between point A
and D and 10 KN/m that stretches 4m from the walls. It is also subjected to point loads of 40 KN at point B
and C. Use Moment Area method to determine the slope of the beam at point B and the maximum
deflection. Take E = 210 GPa; 1= 160 x10 mm².
40KN
40KN
10kN/m
-30kN/m
10kN/m
A
D
4m
4m
8m
Fig. 1
Transcribed Image Text:QUESTION 1 A built-in beam shown in Figure 1 carries a distributed load of 30 KN/m between point A and D and 10 KN/m that stretches 4m from the walls. It is also subjected to point loads of 40 KN at point B and C. Use Moment Area method to determine the slope of the beam at point B and the maximum deflection. Take E = 210 GPa; 1= 160 x10 mm². 40KN 40KN 10kN/m -30kN/m 10kN/m A D 4m 4m 8m Fig. 1
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