Problem # 2 Using the principle of superposition and the table provided and given that that the beam's modulus of elasticity is E=200 GPa and its moment of inertia is /= 100x106 mm². • Find the reactions and the fixed end moment for the beam shown • Determine the internal moment at section E 50 kN Wo= 120 kN/m D 3 m Beam A P Umax -Omax max E 6 m Slope Omax = -PL² 2E1 -WOL³ 24EI B + Deflection Umax -PL³ 3EI -WOL 30EI 2m +1m| Elastic Curve -Px² (3L - x) 6EI (10L³ - 10L²x + 5Lx²-x v= -wor² 120EIL

Problem # 2 Using the principle of superposition and the table provided and given that that the beam's modulus of elasticity is E=200 GPa and its moment of inertia is /= 100x106 mm². • Find the reactions and the fixed end moment for the beam shown • Determine the internal moment at section E 50 kN Wo= 120 kN/m D 3 m Beam A P Umax -Omax max E 6 m Slope Omax = -PL² 2E1 -WOL³ 24EI B + Deflection Umax -PL³ 3EI -WOL 30EI 2m +1m| Elastic Curve -Px² (3L - x) 6EI (10L³ - 10L²x + 5Lx²-x v= -wor² 120EIL

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

Solve using Moment -Area Method. Determine the support reactions of the beam shown. El is constant for the entire beam. 40KN/m 20kN/m C A В 4m 4m
B6
Answer the following:
Calculate the support reactions at A and B for the loaded beam.Assume P = 58 lb, w = 105 lb/ft, a = 2.7 ft, and b = 5.5 ft.
Read Properly & Please provide Correct Answer.
A beam, which is fixed at one end, is acted upon by a distributed load (the curve is a continuous cubic curve) as shown in the figure. Calculate the reactions at the support. Include proper signs (with right, up and counterclockwise assumed to be positive for X, Y and the moment) 300 N/m y = kx3 %3D 300 N/m 4 m 3 m Ry (in N) = ? R,(in N) = ? M* (in N) =?
Draw the shear stress diagram and bending moment diagram for a beam with the free body diagram shown below. Identify the location of critical point(s) in the beam. Given AB = 0.5 m, BC = 0.6 mm, and CD = 0.5 m.
P=6 M=4 W=0.7 L=12
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
PLEASE HELP. Need the answer as soon as possible
4. The box beam is made of an elastic-perfectly plastic material for which the yield 250 MPa. Draw the residual stress distribution in the beam after the elastic-plastic moment, Mep = 548.5 kNm, is applied and then released. It can be shown that under the applied moment, the flanges (260 mm × 30 mm) yield, while the webs (2 x 200mm x 30mm) show linear elastic behavior. The moment of inertia and plastic section modulus of the section are given below: I = 247.48 x 106 mm4; Z, = 2394000 mm³ stress oy = y 30 mm 30 mm 200 mm 200 mm 30 mm 30 mm