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If the magnitude of load P is increased till collapse and the plastic moment carrying capacity of steel beam section is 90 kNm, determine reaction R(in kN) (correct to 1-decimal place) using plastic analysis.
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- 60
- 33
- 55
- 44
Correct Option: A
- MPθ + P | θ =0 | 2 |
∴ Pu = | = | = 180 kN | ||
l | 3 |
At collapse condition SMA = 0
R × 3 + MP – P × 1.5 – MP + MP = 0
⇒ R = 60 kN