For the propped cantilever supporting two point loads as shown in
![For the propped cantilever supporting two point loads as shown in](http://storage.googleapis.com/tb-img/production/20/09/F1_Chandra_Madhu_25.09.20_D2.png)
For the propped cantilever supporting two point loads as shown in figure.
A. Plastic collapse load in terms of plastic moment capacity is 4M<sub>p</sub>/L
B. Load corresponding to Plastic hinge formed at Point A and Point B is taken as Collapse load.
C. Plastic collapse load in terms of plastic moment 5M<sub>P</sub>/L
D. Number of plastic hinges formed are 2
Please scroll down to see the correct answer and solution guide.
Right Answer is:
SOLUTION
Calculation
Given,
DS = (3 + 1) – 3
= 1
Number of plastic hinges = DS + 1
= 1 + 1 = 2
There is possibility of 2 mechanisms.
Mechanism I
Plastic Hinge at Fixed support and Point B
From similarity of triangles AOB and BOD
\(\theta \times \frac{L}{3} = \alpha \times \frac{{2L}}{3}\)
∴ θ = 2α
By virtual work method
External work = Internal work
\(W \times {\delta _B} + W \times {\delta _c} = {M_p} \times \theta + {M_P} \times \left( {\theta + \alpha } \right)\)
\(W \times \frac{L}{3} \times \theta + W \times \frac{L}{3} \times \alpha = {M_p} \times \theta + {M_P} \times \left( {\theta + \alpha } \right)\)
\(W \times \frac{L}{3} \times 2 \times \alpha + W \times \frac{L}{3} \times \alpha = {M_p} \times 2 \times \alpha + {M_P} \times \left( {2 \times \alpha + \alpha } \right)\)
\(W = \frac{{5{M_P}}}{L}\)
Mechanism II
Plastic Hinge at Fixed support and at Point C
From similarity of triangles AOC and DOC
\(\alpha \times \frac{L}{3} = \theta \times \frac{{2L}}{3}\)
∴ α = 2θ
By virtual work method
External work = Internal work
\(W \times {\delta _c} + W \times {\delta _B} = {M_p} \times \theta + {M_P} \times \left( {\theta + \alpha } \right)\)
\(W \times \frac{L}{3}\alpha + W \times \frac{{2L}}{3} \times \theta = {M_p} \times \theta + {M_P} \times \left( {\theta + \alpha } \right)\)
From similarity of triangles
α = 2 × θ
\(W \times \frac{L}{3} \times 2\theta + W \times \frac{{2L}}{3} \times \theta = {M_p} \times \theta + {M_P} \times \left( {\theta + 2\theta } \right)\)
\(W = \frac{{4{M_P}}}{L}\)
∴ Collapse load = minimum of (\(\frac{{4{M_P}}}{L},\;\frac{{5{M_P}}}{L}\))
∴ \(W = \frac{{4{M_P}}}{L}\)