a.) Calculate the cantilever support reactions at Ab.) Calculate and draw the stress distribution due to the bending moment at support A c.) Calcualte and draw the shear stress distribution at support A.d.) At the neutral axis of the section at support A, calculate the principal stresses σ1 and σ2 and the principal plane orientations θp1 and θp2. Show the Mohr circle of stresses. A beam with I-shape cross section has a span of 4 m as shown in Figure Q3. The crosssection of the I-beam is also shown. The beam is cantilever supported at A. A diagonaltension cable BC, wth an inclination angle of 30 degree with respect to the horizontal axis, istied to the right end of the cantilever beam at B.The beam supports a partial uniformly distributed load of 5 kN/m. In addition, it alsosupports a point load P = 10 kN at 3 m away from the cantilever support. When the loads areapplied, a tension force of T = 10 kN is developed in the cable.|tension cable150 mm10 mm100 mm100 mm10 mm1 m25 kN/m1 m 1 mtP = 10 KN1 mT = 10 KNBFigure Q310 mmI-Beam Cross SectionA = 5000 mm2I= 39.80 x 10^6 mm4Neutral Axis

The given beam is as shown below, Calculate the reaction at the support A, The angle θ…

Answered: .) Calculate the cantilever support…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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a.) Calculate the cantilever support reactions at A

b.) Calculate and draw the stress distribution due to the bending moment at support A

c.) Calcualte and draw the shear stress distribution at support A.

d.) At the neutral axis of the section at support A, calculate the principal stresses σ1 and
σ2 and the principal plane orientations θp1 and θp2. Show the Mohr circle of stresses.

A beam with I-shape cross section has a span of 4 m as shown in Figure Q3. The cross
section of the I-beam is also shown. The beam is cantilever supported at A. A diagonal
tension cable BC, wth an inclination angle of 30 degree with respect to the horizontal axis, is
tied to the right end of the cantilever beam at B.
The beam supports a partial uniformly distributed load of 5 kN/m. In addition, it also
supports a point load P = 10 kN at 3 m away from the cantilever support. When the loads are
applied, a tension force of T = 10 kN is developed in the cable.|
tension cable
150 mm
10 mm
100 mm
100 mm
10 mm
1 m
2
5 kN/m
1 m 1 m
t
P = 10 KN
1 m
T = 10 KN
B
Figure Q3
10 mm
I-Beam Cross Section
A = 5000 mm2
I= 39.80 x 10^6 mm4
Neutral Axis

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