40kN 30 B-O b B- 3m 3m 6 m 12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
For the continuous beam as shown :
1. The three moment equation factor 6Aa/L in kN-m2 for beam 1 is most likely equal to :
a. 230 kN-m²
b. 350 kN-m²
c. 540 kN-m²
d. 275 kN-m²
2. The three moment equation factor 6Ab/L in kN-m² for beam 2 is most likely equal to :
a. 1005.15 kN-m²
b.1201.36 kN-m²
c. 1130.25 kN-m²
d.1501.20 kN-m²
3. The bending moment in kN-m at the mid support is most nearly equal to :
a. -72.96 kN-m
b. +72.96 kN-m
c. –90.25 kN-m
d. +100.2 kN-m
Transcribed Image Text:40kN
30
В-О
b B-O
3m 3m
6 m
2
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