Dear sir/madam pls give me ans for this calculation thanks Mass(g) Load(N)001002003004005000.981.962.943.924.92I Value (m¹)SemicircleDeflections(mm)AVOΔΗTable 1.OQuarter circleDeflection(mm)AVOΔΗCurved DavitsDeflections(mm)AVΔΗAngle DavitsDeflections(mm)AVOAHO0039 0104 0.53 0.39 0.07 0.02 0.15 0.210.88 0.43 1·12 0·82 0.40 0.55 0.46 0.741.86 1.39 2.09 1.50 0.891.19 0.71 10172.64 3.08 2.68 1.87 1.05 1.58 1.10 1.863.48 4.39 3.56 2.38 1.581 2.33/1034 2024 8. CALCULATIONSa) Calculate the theoretical value of horizontal and vertical deflections of eachspecimen.

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Answered: 8. a) Calculate the theoretical value…

Engineering

Civil Engineering

8. a) Calculate the theoretical value of horizontal and vertical deflections of each specimen. CALCULATIONS

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

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

Question

Dear sir/madam pls give me ans for this calculation

thanks

Mass(g) Load(N)
0
0
100
200
300
400
500
0.98
1.96
2.94
3.92
4.92
I Value (m¹)
Semicircle
Deflections
(mm)
AV
O
ΔΗ
Table 1.
O
Quarter circle
Deflection
(mm)
AV
O
ΔΗ
Curved Davits
Deflections
(mm)
AV
ΔΗ
Angle Davits
Deflections
(mm)
AV
O
AH
O
0039 0104 0.53 0.39 0.07 0.02 0.15 0.21
0.88 0.43 1·12 0·82 0.40 0.55 0.46 0.74
1.86 1.39 2.09 1.50 0.891.19 0.71 1017
2.64 3.08 2.68 1.87 1.05 1.58 1.10 1.86
3.48 4.39 3.56 2.38 1.581 2.33/1034 2024

8. CALCULATIONS
a) Calculate the theoretical value of horizontal and vertical deflections of each
specimen.

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