The tapered steel bar shown in the figure is cut out from a steel plate 25 mm thick and is welded at the top to a rigid structure. Find the deflection of the end A caused by the force of 40 kN applied at B. Consider the origin of the coordinate axes at the point of intersection of the sloping lines. E = 210 GN/m². Ans: 0.093 mm. 2-16.

The tapered steel bar shown in the figure is cut out from a steel plate 25 mm thick and is welded at the top to a rigid structure. Find the deflection of the end A caused by the force of 40 kN applied at B. Consider the origin of the coordinate axes at the point of intersection of the sloping lines. E = 210 GN/m². Ans: 0.093 mm. 2-16.

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 beam in the figure below is made from three boards nailed together as shown. If the internal section width is 168 mm, find the second moment of area of the section about its neutral axis (NA) in mm QUESTION 2 25 mm 150 mm 20 mm W mim MNm 20 mm
A piece of angle- iron is hinged at point A as shown in the picture. Determine T1 and T2 due to the 40 and 20 N forces acting together.
Statics of Rigid Bodies (Round off to two (2) decimal places. Include negative sign (-) if the answer is negative.) The 13 kips force F acting on the simply supported beam. Determine the y component of F?
The cross sectional dimensions of a beam are shown. If the flange thickness, h, is 16.2 mm, determine the second moment of area of the cross section. Note: Give your answer in mm4 Note: Do NOT include units in your answer. 10MM 150HM 120 MM hmm
Determine the value of Q of the Transverse Shear Stress formula [T = (VQ)/(It)] at the point of vertical height 12 mm from x-axis in mm for the cross section shown in Figure 5.2a. Given B = 120 mm, D = 120 mm, tf = 75 mm, tw = 15 mm and location of centroid from x-axis = 74.674 mm. - B Figure 5.2a
Mo = M-400×0.15cos30-320x 0.3 = 0 160 mm 400 N M = 148 Nm CCW Example : Replace the three forces acting on the bent beam by a single equivalent force R. Specify the distance x from the point O in which the line of action of R passes. 200 N 160 N 250 mm 250 mm 250 mm 125 mm 240 N
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.
Determine the flexural stress and shear stress of the beam loaded as shown in the figure
4. Consider the figure below. Determine the displacement of point F. Assume all the cables are steel with a cross sectional area of 0.3226 m² and Modulus of Elasticity of 200 GPa. 2m Im W B 1.5m +1.5m. F с 90 000 N 2m Im D Im