Figure 02 "W/1.5, KN/m" C 4.55m 1.69m b2= 0.45m h2= 0.65m "Wx1m, KN" b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m "W/1.25, KN/m" | A D Using Moment Distribution Method for Figure 01 and Figure 02, determine MAB, MBA, MBc, McB, McD, Moc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x107 KPa Using Slope Deflection Method for Figure 03 and Figure 04, determine MAB, MBA, MBc, McB, McD, Moc and all reactions at support. Use I = 1/12 b(h³) and E = 2.10x107 KPa I. II.
Figure 02 "W/1.5, KN/m" C 4.55m 1.69m b2= 0.45m h2= 0.65m "Wx1m, KN" b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m "W/1.25, KN/m" | A D Using Moment Distribution Method for Figure 01 and Figure 02, determine MAB, MBA, MBc, McB, McD, Moc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x107 KPa Using Slope Deflection Method for Figure 03 and Figure 04, determine MAB, MBA, MBc, McB, McD, Moc and all reactions at support. Use I = 1/12 b(h³) and E = 2.10x107 KPa I. II.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
W=1290KN/m. Answer I.
![Figure 02
"W/1.5, KN/m"
C
4.55m
1.69m
b2= 0.45m
h2= 0.65m
"Wx1m, KN"
b1= 0.65m
8.36m
h1= 0.65m
b3= 0.65m
7.20m
h3= 0.65m
"W/1.25, KN/m" | A
D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3d315ee5-d0a7-4b96-b099-de2942bb4912%2Ffa8a8b98-3fe6-493d-96b9-4093e703df6f%2Fyc2eolv_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Figure 02
"W/1.5, KN/m"
C
4.55m
1.69m
b2= 0.45m
h2= 0.65m
"Wx1m, KN"
b1= 0.65m
8.36m
h1= 0.65m
b3= 0.65m
7.20m
h3= 0.65m
"W/1.25, KN/m" | A
D
![Using Moment Distribution Method for Figure 01 and Figure 02, determine MAB, MBA, MBc, McB, McD,
Moc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x107 KPa
Using Slope Deflection Method for Figure 03 and Figure 04, determine MAB, MBA, MBc, McB, McD, Moc
and all reactions at support. Use I = 1/12 b(h³) and E = 2.10x107 KPa
I.
II.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3d315ee5-d0a7-4b96-b099-de2942bb4912%2Ffa8a8b98-3fe6-493d-96b9-4093e703df6f%2Fgb3vwsl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Using Moment Distribution Method for Figure 01 and Figure 02, determine MAB, MBA, MBc, McB, McD,
Moc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x107 KPa
Using Slope Deflection Method for Figure 03 and Figure 04, determine MAB, MBA, MBc, McB, McD, Moc
and all reactions at support. Use I = 1/12 b(h³) and E = 2.10x107 KPa
I.
II.
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