Problem 2. For the H-profile beam shown below (a) calculate the moment of inertia I, for the horizontal principle axis. By applying the superposition principle and making use of the Deflections and Slopes Table, determine (b) the reactions at A, B, and D (c) the deflection at C and (d) slope at D. Finally, (e) draw the shear force and bending moment diagram along the length of the beam, and (f) determine the maximum normal stress in the beam. You are given that Fo= 15 kN, a = 4 m, and that the Young's modulus of the beam is E= 180 GPa. a/2 a/4 a/4 24 mm C 32 mm 24 mm OM the pois 16 mm 16 mm 16 mm
Problem 2. For the H-profile beam shown below (a) calculate the moment of inertia I, for the horizontal principle axis. By applying the superposition principle and making use of the Deflections and Slopes Table, determine (b) the reactions at A, B, and D (c) the deflection at C and (d) slope at D. Finally, (e) draw the shear force and bending moment diagram along the length of the beam, and (f) determine the maximum normal stress in the beam. You are given that Fo= 15 kN, a = 4 m, and that the Young's modulus of the beam is E= 180 GPa. a/2 a/4 a/4 24 mm C 32 mm 24 mm OM the pois 16 mm 16 mm 16 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Problem 2.
For the H-profile beam shown below (a) calculate the moment of inertia I, for the horizontal principle axis.
By applying the superposition principle and making use of the Deflections and Slopes Table, determine (b)
the reactions at A, B, and D (c) the deflection at C and (d) slope at D. Finally, (e) draw the shear force and
bending moment diagram along the length of the beam, and (f) determine the maximum normal stress in the
beam. You are given that Fo= 15 kN, a = 4 m, and that the Young's modulus of the beam is E = 180 GPa.
a/2
a/4
a/4
24 mm
32 mm
24 mm
16 mm
16 mm
16 mm
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