A 6 KN B 8 KN/m -2.50 m 2.50 m 2.50 m m -2.50 10.00 m- D मो 2.50 m E 9 KN
A 6 KN B 8 KN/m -2.50 m 2.50 m 2.50 m m -2.50 10.00 m- D मो 2.50 m E 9 KN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:ФЫ В А ПРО ВАПРОЛДЗАПРОЛджэ
A
ЯЧСМИТНЧСМИТЬБНСМИТЬ БЮ
SOLVE STEP BY STEP IN DIGITAL FORMAT
Using the flexibilities method, obtain the reactions at the supports, the shear
diagrams and bending moments of the following beam: Consider that El-1 along
the entire length of the beam.
6 KN
B
8 KN/m
|2.50 m-+-2.50 m-+2.50 m
10.00 m
D
2.50 m
E
9 KN
ЙЦУКЕНГШУКЕНГШ ЩЗКЕНГШЩЗХЪ
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