It is made of solid circular cross-section bars, whose geometry and loading condition are given in Figure 2. The system formed is made of steel material and the torsional moments is under the influence. The diameter of the AB part of the rod is 100 mm; The diameter of the BC part is 60 mm. the shear modulus of steel is G = 80000 MPa. a)Draw the torsional moment diagram of the rod. b)Calculate the maximum shear stress that will develop in the system. c)Calculate the relative rotation value of point C with respect to point A a . b. M1 (kN.m) M2 (kN.m) A 100 mm 60 mm C a b. a-a b-b L3 (mm) L4 (mm) kesiti kesiti Şekil 2 M1 (kN.m) M2 (kN.m) L3 (mm) L4 (mm) 60 50 600 700

It is made of solid circular cross-section bars, whose geometry and loading condition are given in Figure 2. The system formed is made of steel material and the torsional moments is under the influence. The diameter of the AB part of the rod is 100 mm; The diameter of the BC part is 60 mm. the shear modulus of steel is G = 80000 MPa. a)Draw the torsional moment diagram of the rod. b)Calculate the maximum shear stress that will develop in the system. c)Calculate the relative rotation value of point C with respect to point A a . b. M1 (kN.m) M2 (kN.m) A 100 mm 60 mm C a b. a-a b-b L3 (mm) L4 (mm) kesiti kesiti Şekil 2 M1 (kN.m) M2 (kN.m) L3 (mm) L4 (mm) 60 50 600 700

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

Pressure and Stress

Question

It is made of solid circular cross-section bars, whose geometry and loading condition are
given in Figure 2.
The system formed is made of steel material and the torsional moments
is under the influence. The diameter of the AB part of the rod is 100 mm; The diameter of the
BC part is 60 mm.
the shear modulus of steel is G = 80000 MPa.
a)Draw the torsional moment diagram of the rod.
b)Calculate the maximum shear stress that will
develop in the system.
c)Calculate the relative rotation value of point C
with respect to point A
b.
M2 (kN.m)
M1 (kN.m)
B.
A
100 mm
60 mm
C
а-а
b-b
L3 (mm)
L4 (mm)
kesiti kesiti
Şekil 2
M1 (kN.m) M2 (kN.m) L3 (mm) L4 (mm)
60
50
600
700

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