Answered: W A ㅏ 2m- B 3 kN/m 2m C D E

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

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The beam in Figure 1; (a) Draw the Normal Force Diagram. (b) Draw the shear force diagram. (c) Draw the bending moment diagram. şekil 1 = figure 1 L1(m)=1.0 , L2(m)=1.4 , L3(m)=1.2 , M(kN.m)=20 , P(kN)=9 , q(kN/m)=8
Answer this for this time. Thank you
Question 3 a. A freight-car axle AB is loaded approximately as shown in figure 3a, with the forces P representing the carloads (transmitted to the axle through the axle boxes) and the forces R representing the rail loads (transmitted to the axle through the wheels). The diameter of the axle is, the distance between the centers of the rails is L, and the distance between the forces P and R is. Calculate the maximum bending stress amax in the axle if. d = 82 mm b = 220 mm P = 50 kN. 2 17 fd b Figure 3a. Freight car axle ||
Could you please only do the first 3 parts
QUESTION 1 Determine the reaction moment at x = 0 in kN-m. QUESTION 2 Determine the vertical reaction force at x = 0 in kN. QUESTION 3 (1-3) Determine the horizontal reaction force at x = 0 in kN. The distributed load, f(x), is equal to 100 kN/m. /// f(x) 3 m
please show all work and units and full body diagram. thanks
Compute the maximum stress due to bending in a round rod 20 mm in diameter if it is subjected to a bending moment of 120 N-m.
In Problems 8-51 to 8-68, beams are loaded and supported as shown in the accompanying figures. Draw complete shear and moment diagrams for 10 kN 30 KN 20 KN -4 m 4 m 3 m -3 m
static
a) Calculate the reaction forces in terms of F andtheta.b) Calculate the internal shear force and moment as a function of x using cuts and summingforces and moments in terms of F, L, andtheta.c) Calculate the shear force and moments by integration in terms of x, L, F andtheta.d) Assuming a rectangular cross section compute the average normal stress for the case F =10kNat 30° where b =0.04 m, h = 0.08 m, at the point x = L/4, L = 1 m at the centroid.e) With the cross section given above compute the average normal stress for the case F =10kN at30° at the point x = L/4, L = 1 m at each surface of the beam.f) Calculate the shear stress at the top and bottom surface, at the neutral axis and at x = 0.25 mand y = 0.02 m above the neutral axis.
2. The simply supported beam is loaded as shown in Figure 2. Neglecting the weight of the beam; (a) Derive the shear force and bending moment equations. (b) Draw and label the shear force and bending moment diagrams.
For the figure below, draw free-body diagrams for both the vertical and horizontal portions of the structure supporting the pulley and determine all reaction forces and moments. Then determine the shear and bending moment diagrams for both portions of the structure. Assume the mass of the structure and pulley are negligible. 48 in. 12 in. Cable 100 lb 12 in. pulley rad. 27 in. Cable 100 lb

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