Calculate the slope and deflection at the free end of the cantilever Beam showh figure using Method of super position Take. E = 2.05 x 10$ N/mm2 and I = Y x 10% mm". If the last two digits of student id 2 50, then take Y = last two digits of id/100. If the last two digits of student id < 50, then take Y last two digits of id /10%3; If last two digits of id are zeroes, then take Y= 0.75

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q 2.
Calculate the slope and deflection at the free end of the cantilever beam shown in
figure using Method of super position
Take. E = 2.05 x 10 N/mm2 and I = Y x 10% mm".
If the last two digits of student id 2 50, then take Y = last two digits of id /100.
If the last two digits of student id < 50, then take Y = last two digits of id /10;
If last two digits of id are zeroes, then take Y= 0.75
2 kN
6 kN/m
1.2 kN-m
A
B
3 m
2.2 EI
Transcribed Image Text:Q 2. Calculate the slope and deflection at the free end of the cantilever beam shown in figure using Method of super position Take. E = 2.05 x 10 N/mm2 and I = Y x 10% mm". If the last two digits of student id 2 50, then take Y = last two digits of id /100. If the last two digits of student id < 50, then take Y = last two digits of id /10; If last two digits of id are zeroes, then take Y= 0.75 2 kN 6 kN/m 1.2 kN-m A B 3 m 2.2 EI
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