600 N/m 3 m 2 m R₁ R₂ Label left end of beam as A, midpoint as B and right end as C. Using the Moment Area Method and assuming the cantilever at the midspan for your moment diagram by parts computations, determine the following: N-m³ (do not use commas) El (deviation of point B relative to tangent A), El tB/A = N-m³ (do not use commas) El(deviation of point C relative to tangent A), El tc/A = N-m³ (one decimal place, do not use commas) El (deflection at midspan), El YB (write "upward" or "downward") Direction of deflection (upward or downward) = 1 m

600 N/m 3 m 2 m R₁ R₂ Label left end of beam as A, midpoint as B and right end as C. Using the Moment Area Method and assuming the cantilever at the midspan for your moment diagram by parts computations, determine the following: N-m³ (do not use commas) El (deviation of point B relative to tangent A), El tB/A = N-m³ (do not use commas) El(deviation of point C relative to tangent A), El tc/A = N-m³ (one decimal place, do not use commas) El (deflection at midspan), El YB (write "upward" or "downward") Direction of deflection (upward or downward) = 1 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

600 N/m
1 m
3 m
2 m
R₂
Label left end of beam as A, midpoint as B and right end as C.
Using the Moment Area Method and assuming the cantilever at the midspan for your moment diagram by parts computations, determine the following:
N-m³ (do not use commas)
El (deviation of point B relative to tangent A), El tB/A =
N-m³ (do not use commas)
El(deviation of point C relative to tangent A), El tc/A =
N-m³ (one decimal place, do not use commas)
El (deflection at midspan), El YB =
(write "upward" or "downward")
Direction of deflection (upward or downward) =

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