For the propped cantilever supporting two point loads as shown in

For the propped cantilever supporting two point loads as shown in
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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&nbsp;

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 (\(\frac{{4{M_P}}}{L},\;\frac{{5{M_P}}}{L}\))

 \(W = \frac{{4{M_P}}}{L}\)