2. Calculate the shear stress in a simple pin joint, assuming pin diameter of 10 mm and 3550N compressive load on the link. Draw a free body diagram (geometry & forces) Identify stress plane Calculate stress and write it (with appropriate units) in the outlined box ●

2. Calculate the shear stress in a simple pin joint, assuming pin diameter of 10 mm and 3550N compressive load on the link. Draw a free body diagram (geometry & forces) Identify stress plane Calculate stress and write it (with appropriate units) in the outlined box ●

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

Don't Copy, I need correct solution within 10-20minutes. Please do it fast. [Handwritten recommended]
Calculate the tensile force on the wire following the figure and given data below.
In Figure 1, with its dimensions, loading status and material properties, different full circle cross-section rod has been given. The AB part of the rod is steel, 100 mm in diameter; BC part is copper and its diameter It is 80 mm. (a) Draw the normal force diagram of the bar. (b) Calculate the normal stresses to occur in parts AB and BC. (c) Calculate the total length change of the rod. çelik=steel , bakır=copper , şekil 1 = figure 1 L4(cm)=230 , L5(cm)=240 , P1(kN)=124 , P2(kN)=58
2. For the joint shown in the figure, calculate: (a) The largest bearing stress between the pin and the members (b) The shear stress in the pin (c) The largest normal stress in the members 251N 25 AN 25 AN 25 AN
1cm t1 (cm) P 3,2 cm t2 (cm) t1 (cm) 1 cm 20 cm Ь (ст) P = 20t %3D Dp=1,6 cm
4. A solid shaft was made of alloy steel, it was welded to a flat plate by a specific size of fillet weld. If a torque is applied to the shaft, calculate the size of the weld joint. Power Torque Yield stress Shear stress Ultimate stress (Mpa) Compression stress (Mpa) Ductility (%) (kw) (Nm) 1000 (Mpa) 400 (Mpa) 160 280 30 Modulus of Bending Stress Bending Moment Factor of Safety Elasticity (GPa) (Mpa) 220 280 120 4 Modulus of Rigidity (pa) 70 Fracture stress (Mpa) 250
question is on the figure
2. A 2-in.-diameter steel tube with a wall thickness of 0.05 inch just fits in a rigid hole. Find the tangential stress if an axial compressive load of 3140 lb is applied. Assume v=0.30 and neglect the possibility of buckling. data: 2 in Rod Wall Rod Vill
A 3-in. by 6-in. steel (E-29,000 ksi) bar (4-foot long) is subjected to the loads shown. Calculate the combined stresses at points A and B (be sure to indicate either tension or compression). Remember, the bar is bending in the strong direction so calculate your I accordingly. 1(1/12) (B)"(H) S=l/c A B. 6" 10,000 lbs 45,000 Ibs
A 28 mm diameter rod with a 30 mm diameter handle as shown in Figure Q1 has two 90 degree bends. The handle is attached to the wall at 'A' while 1.8kN load is applied at the end of the rod at 'E'. Calculate Maximum Shear Stress at location 'A' and 'B' and determine it critical location. Bending load at point 'A'? Bending load at point 'B'? (Nm) Torsion load at rod; 'T'? Normal Stress due to bending load at point 'A'? (MPashear Stress due to torsion load at point 'A'? (MPa) 1st Principle stress at point 'A' (max principle stress)? (MPa Maximum shear stress at point 'B'? Critical Location? (L1) 170 $30- (L2) в 470 $28- F= 1.8kN| E 300 100 (L3) D Figure Q1
I need a quick solution within 15 minutes With put a happy emoji at the end my best wishes Hamoudi