c kN/m CO "b" m "b m IGURE 3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
USING DOUBLE INTEGRATION METHOD
Consider 250 mm x 250 mm (bxh) mm section and e = 100000 MPa
DETERMINE VERTICAL REACTION AT B
DETERMINE SLOPE REACTION AT B
DETERMINE DEFLECTION AT D
Values:
A = 9.4 M
B = 5.5 M
C = 10.6 KN/M
D = 33 KN
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