2 2 τ (ksi) 75 50 0.005 γ (rad) 0.05 Figure 7 Consider the lap joint...
The lap joint is connected together using a 28 mm diameter bolt. The bolt is made from a material having a shear stress-strain diagrarn that is approximated as shown. (Figure 1) Part A Determine the shear strain developed in the shear plane of the bolt when P = 310 kN. Express your answer using three significant figures. V AEQ11 ? y = radi Submit Request Answer Figure < 1 of 1 Provide Feedback Nex (MP) 525 350 (rad) DOKS 005
2 a,(ksi)t -0.003 09 -0.005 -0.002 0.002 0.005 E, (in/in) 0.004 09 E, (plot) (in/in) Fig. (b) (e) Fig. (c) Given the axial strain diagram (Fig. (b)) that varies linearly from 0.004 at bottom fiber to -0.003 at top fiber. The material stress-strain curve is as shown on the right hand side (Fig. (c)). It is required: (1) Plot the axial stress diagram corresponding to the given axial strain diagram. (2) Find the magnitude of the compressive force acting on...
If the material obeys a shear stress-strain relation (Figure 2) of T = 500 7/4 MPa, determine the torque that must be applied to the shaft so that the maximum shear strain becomes 0.005 rad. Express your answer to three significant figures and include appropriate units. ? C: Å T = 152000 o 2 N·m Submit Previous Answers Request Answer X Incorrect; Try Again; 26 attempts remaining T (MPa) 0.008. -Y (rad) a ) A torque is applied to the...
Question 1 a. The wide-flange beam is subjected to the 50-N force as shown in Figure 1(a). Determine the principal stresses in the beam at point located on the web at the bottom of the upper flange: 0 the principal stress [5 marks) (CLOI:PLOI:C2) (ii) the maximum in-plane shear stress and average normal stress at the point [5 marks) (CLO3PLO3:C4) 250 12 Figure 1(a) b. The strain at point on a beam as shown in Figure 1(b) has components (...
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Problem 2(50 points) The roof of the Edwin A. Stevens building is to be redesigned to accommodate a billboard for Stevens Institute of Technology. The new billboard will weigh 40 kips and be supported equally by two columns located 9 ft from the rear of the building. The beams supporting the new roof will be simply supported as shown. (Note there is a 5 ft overhang at the front of the building). For the grade...