a. A beam of length 6 m is subjected to the loading as shown in Fig. 3a. The uniformly distributed load (UDL) acts between A and B and has the value of 2 kN/m. Point loads of 2 kN, 6 kN and 10 kN act at points B, C and E respectively. The weight of the beam is assumed negligible. Calculate the support reactions at A and D. Draw the shear force diagram for the beam showing all important values. i. ii. iii. SUTA Draw the bending moment diagram for the beam showing all important values. 2 kN/m 2 m 2 kN 1m 6 kN to 1m ².3a Fig. D bellpy 2m 10 kN E

Elements Of Electromagnetics
7th Edition
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Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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a.
A beam of length 6 m is subjected to the loading as shown in Fig. 3a. The
uniformly distributed load (UDL) acts between A and B and has the value of
2 kN/m. Point loads of 2 kN, 6 kN and 10 kN act at points B, C and E
respectively. The weight of the beam is assumed negligible.
Calculate the support reactions at A and D.
Draw the shear force diagram for the beam showing all important
values.
i.
ii.
iii.
SUTA
Draw the bending moment diagram for the beam showing all
important values.
2 kN/m
2 m
2 kN
B
6 kN
1m
tc
force,
1m
Fig. 3a
D
2 m
pellavest
10 kN
Transcribed Image Text:a. A beam of length 6 m is subjected to the loading as shown in Fig. 3a. The uniformly distributed load (UDL) acts between A and B and has the value of 2 kN/m. Point loads of 2 kN, 6 kN and 10 kN act at points B, C and E respectively. The weight of the beam is assumed negligible. Calculate the support reactions at A and D. Draw the shear force diagram for the beam showing all important values. i. ii. iii. SUTA Draw the bending moment diagram for the beam showing all important values. 2 kN/m 2 m 2 kN B 6 kN 1m tc force, 1m Fig. 3a D 2 m pellavest 10 kN
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