Q. 3 Analyze the beam shown in Fig. 4 by Slope Deflection Method and draw Bending Moment diagram. Consider central support settles down by '(a+1)' mm. Assume EI= 10000 kNm².

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Chapter2: Loads On Structures
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Q. 3 Analyze the beam shown in Fig. 4 by Slope Deflection Method and draw Bending
Moment diagram. Consider central support settles down by '(a+1)' mm. Assume
EI = 10000 kNm².
5w kN
3w kN/m
2L
Fig. 4
Q. 4 In a building, frame shown in Fig. 5 are spaced at L m intervals. Dead load from the
slab is (a+2) kN/m² and Live load is (a+1) kN/m². Analyze the beam BC for mid
span positive bending moment using Substitute Frame method. Self-weight of the
beams may be ignored.
W=292
L=5 M
L m
(L+2) m
(L+1) m
(L+1) m
A
B
C
D
(L+3) m
G =2
Transcribed Image Text:Q. 3 Analyze the beam shown in Fig. 4 by Slope Deflection Method and draw Bending Moment diagram. Consider central support settles down by '(a+1)' mm. Assume EI = 10000 kNm². 5w kN 3w kN/m 2L Fig. 4 Q. 4 In a building, frame shown in Fig. 5 are spaced at L m intervals. Dead load from the slab is (a+2) kN/m² and Live load is (a+1) kN/m². Analyze the beam BC for mid span positive bending moment using Substitute Frame method. Self-weight of the beams may be ignored. W=292 L=5 M L m (L+2) m (L+1) m (L+1) m A B C D (L+3) m G =2
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