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Recent questions tagged simply-supported-beam
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GATE Civil 2021 Set 1 | Question: 41
Employ stiffness matrix approach for the simply supported beam as shown in the figure to calculate unknown displacements/rotations. Take length, $L=8\text{ m}$; modulus of elasticity, $E=3\times 10^{4} \text{N/mm}^{2}$ ... (in $\text{mm}, \textit{round off to integer}$) under $\text{P=100 kN}$ in downward direction will be _________________
Arjun
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Structural Analysis
Feb 20, 2021
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Arjun
11.6k
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gatecivil-2021-set1
numerical-answers
slope-deflection-method
simply-supported-beam
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2
GATE2018 CE-1: 30
The figure shows a simply supported beam PQ of uniform flexural rigidity EI carrying two moments $M$ and $2M$. The slope at P will be $0$ $\text{ML}/(9\text{EI})$ $\text{ML}/(6\text{EI})$ $\text{ML}/(3\text{EI})$
gatecse
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Structural Analysis
Feb 17, 2018
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gatecse
4.0k
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gate2018-ce-1
structural-analysis
structural-engineering
simply-supported-beam
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