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…

.) 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.

.) 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.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.5.32P: The compound beam shown in the figure consists of a cantilever beam AB (length L) that is...

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