A simply supported beam has the following bending moment (N.m) M = = 6830 < x >' –10000 < x – 2 >' –1000 < x – 4 >° +3170 < x – L >'. Knowing that the length of the beam L is 6 m and El = 4.2 * 10 N.m² , determine 1 - deflection at x = 1.4 m 2 - deflection at x = = 3.4 m 3 - slope at x = 4.4 m В I U X2 x2 II !!!

A simply supported beam has the following bending moment (N.m) M = = 6830 < x >' –10000 < x – 2 >' –1000 < x – 4 >° +3170 < x – L >'. Knowing that the length of the beam L is 6 m and El = 4.2 * 10 N.m² , determine 1 - deflection at x = 1.4 m 2 - deflection at x = = 3.4 m 3 - slope at x = 4.4 m В I U X2 x2 II !!!

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

Can you please explain clearly on how to calculate that maximum bending moment.
Solve q2
What is the minimum clearance allowed for meshing spur gears with diametral pitch of 20? The spur gear has 25 teeth.
The Figure shows a loading set up similar to that of the 'Bending in Beams' laboratory experiment. E = 200 GNm"2 and I = 2 x 109 m“. The bending moment and the radius of curvature at any point in the beam between the support points B and C are respectively: 1 kN 1 kN B 0.125 m 1.25 m O a. (-)125 Nm, 1.2 m O b.(-)12.5 kNm, 2.8 m O C. (-)2.5 kNm, 2.4 m O d.(-)125 Nm, 3.2 m
7-10
5. A 4-point bending test is performed on a beam of length L = 1 m. A load of P = 2000 N is applied across two loading points a distance a = 0.4 m from the sides of the beam. If the beam has a radius of r = 1 cm and a yield strength of σ = 250 MPa, does the bar yield? If it's an elastic-perfectly plastic material, does it fail all the way through the thickness of the bar? What would the yield strength of the material need to be if we wanted a factor of safety of 1.5?
If Mz = 200 kip-ft, find the magnitude of the bending stress at a point H. For the beam cross section, assume a = 7 in. b = 10 in. d = 26 in. r = 3.5 in. The centroid of the cross section is located 11.96 in. below the uppermost surface of the beam. The moment of inertia about the z axis is 12903 in.4.
I need the answer as soon as possible
A beam is subjected to equal bending moments of M, = 3000 N-m. The cross-sectional dimensions areb = 190 mm, c = 30 mm, d = 73 mm, and t = 7 mm. Determine: (a) the centroid location (measured with respect to the bottom of the cross-section), the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. Tensile stress is positive, while compressive stress is negative. (c) the bending stress at point K. Tensile stress is positive, while compressive stress is negative. (d) the maximum bending stress produced in the cross section. Tensile stress is positive, while compressive stress is negative. M, M2 H d (typ) K b Answer: (a) y= mm 1z = i mm4 S= i mm3 (b) ƠH = MPа ( c) σκ-1 MPа (d) Omax= MPa
A simply supported wood beam with a span of L = 11 ft supports a uniformly distributed load of w = 840 lb/ft. The allowable bending stress of the wood is 1400 psi. If the aspect ratio of the solid rectangular wood beam is specified as h/b = 1.5, determine the minimum width b that can be used for the beam. O 5.54 in. O 7.03 in. O 6.62 in. O 8.58 in. O 4.15 in. L h
A beam is subjected to a 60 kN point load at C and a uniformly distributed load 10 kN/m at point A to D. Determine the displacement and slope at C. Draw the elastic curve of the beam. USING MOMENT AREA THEOREM