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Question Number 169466 by BHOOPENDRA last updated on 30/Apr/22

Answered by mr W last updated on 01/May/22

deflection at center of simple beam under uniform load is δ=((5wl^4 )/(384EI)) ⇒EI=((5wl^4 )/(384δ)) with w=30 KN/m, l=4m, δ=0.015m crippling load of the same beam when used as column (i) Euler case 1 P=((π^2 EI)/l^2 )=(π^2 /l^2 )×((5wl^4 )/(384δ))=((5π^2 wl^2 )/(384δ)) ≈4 112 KN (ii) Euler case 3 P=((2π^2 EI)/l^2 )=((2π^2 )/l^2 )×((5wl^4 )/(384δ))=((10π^2 wl^2 )/(384δ)) ≈8 225 KN (iii) Euler case 2 P=((4π^2 EI)/l^2 )=((4π^2 )/l^2 )×((5wl^4 )/(384δ))=((20π^2 wl^2 )/(384δ)) ≈16 449 KN

$${deflection}\:{at}\:{center}\:{of}\:{simple}\:{beam}\: \\ $$$${under}\:{uniform}\:{load}\:{is} \\ $$$$\delta=\frac{\mathrm{5}{wl}^{\mathrm{4}} }{\mathrm{384}{EI}} \\ $$$$\Rightarrow{EI}=\frac{\mathrm{5}{wl}^{\mathrm{4}} }{\mathrm{384}\delta} \\ $$$${with}\:{w}=\mathrm{30}\:{KN}/{m},\:{l}=\mathrm{4}{m},\:\delta=\mathrm{0}.\mathrm{015}{m} \\ $$$$ \\ $$$${crippling}\:{load}\:{of}\:{the}\:{same}\:{beam}\: \\ $$$${when}\:{used}\:{as}\:{column} \\ $$$$\left({i}\right)\:{Euler}\:{case}\:\mathrm{1} \\ $$$$\:\:\:\:\:\:\:{P}=\frac{\pi^{\mathrm{2}} {EI}}{{l}^{\mathrm{2}} }=\frac{\pi^{\mathrm{2}} }{{l}^{\mathrm{2}} }×\frac{\mathrm{5}{wl}^{\mathrm{4}} }{\mathrm{384}\delta}=\frac{\mathrm{5}\pi^{\mathrm{2}} {wl}^{\mathrm{2}} }{\mathrm{384}\delta} \\ $$$$\:\:\:\:\:\:\:\:\:\:\approx\mathrm{4}\:\mathrm{112}\:{KN} \\ $$$$\left({ii}\right)\:{Euler}\:{case}\:\mathrm{3} \\ $$$$\:\:\:\:\:\:\:{P}=\frac{\mathrm{2}\pi^{\mathrm{2}} {EI}}{{l}^{\mathrm{2}} }=\frac{\mathrm{2}\pi^{\mathrm{2}} }{{l}^{\mathrm{2}} }×\frac{\mathrm{5}{wl}^{\mathrm{4}} }{\mathrm{384}\delta}=\frac{\mathrm{10}\pi^{\mathrm{2}} {wl}^{\mathrm{2}} }{\mathrm{384}\delta} \\ $$$$\:\:\:\:\:\:\:\:\:\:\approx\mathrm{8}\:\mathrm{225}\:{KN} \\ $$$$\left({iii}\right)\:{Euler}\:{case}\:\mathrm{2} \\ $$$$\:\:\:\:\:\:\:{P}=\frac{\mathrm{4}\pi^{\mathrm{2}} {EI}}{{l}^{\mathrm{2}} }=\frac{\mathrm{4}\pi^{\mathrm{2}} }{{l}^{\mathrm{2}} }×\frac{\mathrm{5}{wl}^{\mathrm{4}} }{\mathrm{384}\delta}=\frac{\mathrm{20}\pi^{\mathrm{2}} {wl}^{\mathrm{2}} }{\mathrm{384}\delta} \\ $$$$\:\:\:\:\:\:\:\:\:\:\approx\mathrm{16}\:\mathrm{449}\:{KN} \\ $$

Commented by mr W last updated on 01/May/22

Commented by mr W last updated on 01/May/22

Commented by BHOOPENDRA last updated on 01/May/22

Commented by BHOOPENDRA last updated on 01/May/22

Commented by BHOOPENDRA last updated on 01/May/22

Got the same thankyou sir

$${Got}\:{the}\:{same}\:{thankyou}\:{sir} \\ $$

Commented by kapoorshah last updated on 01/May/22

Mr W Are you a civil engineer?

$${Mr}\:{W} \\ $$$${Are}\:{you}\:{a}\:{civil}\:{engineer}? \\ $$

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