Handwritten answers only pls. For this one compute support reactions and drive a shear and moment diagrams. ignore the statements about support settlement/rotation. P9.8. Determine the reactions for the beam inFigure P9.8. When the uniform load is applied, the fixedsupport rotates clockwise 0.003 rad and support B settles0.3 in. Given: E = 30,000 kips/in.2, I = 240 in..0.003 radw = 4 kips/ft8P9.80.3B+2CP9.monconsto acExpr

Determine the support reaction and draw shear force and bending moment diagram of the beam. Note: As…

Answered: Handwritten answers only pls. For this…

Handwritten answers only pls. For this one compute support reactions and drive a shear and moment diagrams. ignore the statements about support settlement/rotation.

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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Handwritten answers only pls. For this one compute support reactions and drive a shear and moment diagrams. ignore the statements about support settlement/rotation.

P9.8. Determine the reactions for the beam in
Figure P9.8. When the uniform load is applied, the fixed
support rotates clockwise 0.003 rad and support B settles
0.3 in. Given: E = 30,000 kips/in.2, I = 240 in..
0.003 rad
w = 4 kips/ft
8
P9.8
0.3
B
+2
C
P9.
mon
cons
to ac
Expr

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Step 1: Given Data

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Step 2: Using super-position method

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Step 3: Support reaction

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Step 4: Shear Calculation

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Step 5: Moment calculation

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