An axial member consisting of two polymer bars is supported at C as shown. Bar (1) has a cross-sectional area of 725 mm² and an elastic modulus of 26 GPa. Bar (2) has a cross-sectional area of 1610 mm² and an elastic modulus of 16.0 GPa. Determine the deflection of point A relative to support C. 70 KN 0.85 m -2.030 mm -1.754 mm O -1.275 mm -1.656 mm O -2.420 mm 90 kN (1) 90 kN B (2) 1.15 m C

An axial member consisting of two polymer bars is supported at C as shown. Bar (1) has a cross-sectional area of 725 mm² and an elastic modulus of 26 GPa. Bar (2) has a cross-sectional area of 1610 mm² and an elastic modulus of 16.0 GPa. Determine the deflection of point A relative to support C. 70 KN 0.85 m -2.030 mm -1.754 mm O -1.275 mm -1.656 mm O -2.420 mm 90 kN (1) 90 kN B (2) 1.15 m C

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

See similar textbooks

Similar questions

The horizontal beam is assumed to be rigid while supporting the distributed load. Determine the angle of inclination of the beam after the load is applied. Each support consists of a wooden post with a diameter of 120 mm and an original length (unloaded) of 1.40 m- Consider E = 12 GPa
The rod has a circular cross section. If it is made of an elastic perfectly plastic material where sY = 345 MPa, determine the maximum elastic moment and plastic moment that can be applied to the cross section.
The wires each have a diameter of 2 cm, length of 6 m, and aremade from a material with modulus of elasticity ? = 19.3 GPa.If three external loadings are applied to the rigid beam AC,determine the angle of tilt of the rigid beam. Assume thedeformation of the wires obeys the Hooke’s law
a) Determine the elements of the stiffness matrix [Q] for a lamina made from T300 carbon fiber/epoxy matrix. The lamina has the following properties, E1=133.44GPa, E2=8.78 GPa, v12=0.26, G12=91.7 GPa. b) Calculate the transformed stiffness matrix [Q] when the ply is oriented at 45 degrees.
A bar has a length of 200 mm and cross-sectional area of 7500 mm2. Determine the modulus ofelasticity of the material if it is subjected to an axial tensile load of 50 kN and stretches 0.075 mm.The material has linear-elastic behavior.
In the graft, the 6-meter-high arm is manufactured using the l profile given below. It is fixed to both ends of the arm with a built-in support. If the yield strength of the material is σy=400 MPa Elasticity modulus E=2*105 MPa If the safety factor used in the design is 2.5, the arm in question is What is the highest axial load it can safely carry?
A solid circular rod that is 600 mm long and 20 mm in diameter is subjected to an axial force of P = 50 kN. The elongation of the rod is d = 1.40 mm, and its diameter becomes d = 19.9837 mm. Determine the modulus of elasticity and the modulus of rigidity of the material. Assume that the material does not yield.
The deck of a bridge is made up of 12 mm thick steel plates 2 m long by 1·2 m wide. Under load, the plate is subject to tensile forces of 7·5 kN longitudinally and 6 kN across the width. Determine the change in the thickness of the plate under this load regime. Modulus of elasticity = 210 GN/m² and Poisson’s ratio = 0·3
The rigid beam is supported by a pin at C and an A992 steel guy wire AB of length 6 ft. If the wire has a diameter of 0.2 in., determine how much it stretches when a distributed load of w = 200 lb>ft acts on the beam. The wire remains elastic.
A bar having a length of 5 in. and a cross-sectional area of 0.7 in.2 is subjected to an axial force of 8000 lb. If the bar stretches 0.002 in., determine the modulus of elasticity of the material. The material has linear elastic behavior.
The three-bar truss in Fig. a is subjected to a horizontal force of 5 kip. If the cross-sectional area of each member is 0.20 in2, determine the horizontal displacement at point B. E = 29(103) ksi.
A bar has a length of 200 mm and cross-sectional area of 7500mm^2. Determine the modulus of elasticity of the material if it is subjected to an axial tensile load of 50 kN and stretches 0.075 mm. The material has linear-elastic behavior.