1/4 EIA @ pts. $ & W L 7 prove that Max. deflection is at free-end. ITIN
1/4 EIA @ pts. $ & W L 7 prove that Max. deflection is at free-end. ITIN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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-{([direction])}: graphs are given for your basis. kindly provide complete and correct answers. I will like your solution afterward. Thank you!!

Transcribed Image Text:STRUCTURAL THEORY PROBLEM
AREA-MOMENT & CBM
the EIA of the
AMM & CBM
3
Solve
for
ff:
EIA @ pts. B & C
W
Prove that
Max. deflection
is at free-end.
L
Topic: area moment and conjugate beam
LIST ALL THE CASES OF SUPERPOSITION
L₂ OR TABULATE
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