
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:Determine the Formula of the fixed end
moments of the beams given
below.
1) USE DOVBLE-INTEGRATION METHOD
ㅏ늘 늘어
2) USE DOUBLE INTEGRATION METHOD
3) USE AREA-MOMENT METHOD
P
ㅏ늘+5+5+
4) USE AREA-MOMENT METHOD
W
B
A
L
5.) VSE AREA-MOMENT METHOD
W
6-) USE CONJUGATE BEAM METHOD
W
7.) USE COMSUGATE BEAM METHOD
A
T
늘 + 늘
B
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- please help with this questionarrow_forwardNeed only a handwritten solution only (not a typed one).arrow_forwardPlease solve fully with diagrams as needed and for all parts of the question. Question: a) What is deflected shape of the beam? b) Find dispacement of beam at point B using moment-area method. c) Find displacement of beam at point B using Castiglianos theorem. Assume EI is constant for allarrow_forward
- Using the virtual work method determine slope of the beam at "A". Beam is subjected to a uniformly Distributed Load “W" and a concentrated moment "WL^2" at “A" (Express the results in terms of W, L, and EI) w ikIft=constant)arrow_forwarduse hand writing it is finearrow_forwardConsidering the solution above, can you help with part (d) 3. The beam shown below has a Young’s modulus of 50 GPa and has a square cross-section of side1 cm. Determine the following using the second-order integration method:(a) Bending moment M(x) along the length of the beam.(b) The slope of the beam θ(x).(c) The deflection of the beam v(x).(d) Slope of the beam at support θBarrow_forward
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