B=4
C=1
D=7
E=0
F=4
G=0
H=4
- A 0 B 4 C 1 D 7 E 0 F 4 G 0 H 4 1 (31.08 KiB) Viewed 21 times
- A 0 B 4 C 1 D 7 E 0 F 4 G 0 H 4 2 (31.08 KiB) Viewed 21 times
A=0 B=4 C=1 D=7 E=0 F=4 G=0 H=4
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answerhappygod
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A=0 B=4 C=1 D=7 E=0 F=4 G=0 H=4
A=0
B=4
C=1
D=7
E=0
F=4
G=0
H=4
Parameters need to be used: a = (B+H+D2* 0.2 +0.5 B = (B+I)* 0.1 +0.5* (H+D) v = (B+D+I)* 0.2 Q1) For the below given system, a) obtain the bending moment diagram (M) by using the moment distribution (cross) method. b) recalculate the joint rotations using the slope-deflection procedure. K M N (40+aXNA 3m (25+BXN (25+BXNI ကောက်ကား H 11-18 11- H 3m D 4m Em 4m Bearns 100cm Columns 50cm # is 13cm 57cm 40cm 60cm 30cm Sectionite Section H 30cm
B=4
C=1
D=7
E=0
F=4
G=0
H=4
Parameters need to be used: a = (B+H+D2* 0.2 +0.5 B = (B+I)* 0.1 +0.5* (H+D) v = (B+D+I)* 0.2 Q1) For the below given system, a) obtain the bending moment diagram (M) by using the moment distribution (cross) method. b) recalculate the joint rotations using the slope-deflection procedure. K M N (40+aXNA 3m (25+BXN (25+BXNI ကောက်ကား H 11-18 11- H 3m D 4m Em 4m Bearns 100cm Columns 50cm # is 13cm 57cm 40cm 60cm 30cm Sectionite Section H 30cm
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