2.3 The block shown in Figure 3 deforms into the dashed position. a) Determine the average...
A rectangle deforms into the position shown by the dashed lines. 1. Determine the average normal strain along AD. 2. Determine the average normal strain along diagonal DB. 3. Determine the average normal strain along AB. Using the Law of Cosines, determine the shear str A. 3.5mm 4mm 3mm D' 1.5mm C B 1mm 3mm B A 400mm 300mm A rectangle deforms into the position shown by the dashed lines. 1. Determine the average normal strain along AD. 2. Determine...
The 50x50mm square ABCD deforms into the position shown by the dashed lines. Determine the shear strain (Vxy) at B after deformation. AD remains horizontal. -3mm 4 15mm L BTM 50 mm 50mm CS Scanned with CamScanner 18mme! 0 -1.70 0 -133 0.0713 1.70 O -.0713 0.133
The square deforms into the position shown by the dashed lines. (Figure 1) The dimensions are S 49 mm, S,-54 mm, ΔΧ1-4 mm, and ΔΖ2 : 8 mm. Side D'B, remains horizontal Part A Determine the shear strain at A relative to the z, y axes. Express your answer to three significant figures and include appropriate units Tay262-102 rad Previous A nswe Figure 1 of 1 Correct Ar Part B Determine the shear strain at B relative to the z,...
3. (25 points) The block is deformed into the position shown by the dashed lines. Determine the shear strain at comers A and B. 15 mm 86 mm 110 mm 100 mm
5. The rectangular plate deforms as shown by the dashed lines. Determine the shear strain yrv at Point A Determine the shear strain yyrv, at Point A 0.01 in. 5 in. 0.02 in. 5 in. 0.02 in. -5 in. 5. The rectangular plate deforms as shown by the dashed lines. Determine the shear strain yrv at Point A Determine the shear strain yyrv, at Point A 0.01 in. 5 in. 0.02 in. 5 in. 0.02 in. -5 in.
The square deforms into the position shown by the dashed lines. (Figure 1) The dimensions are S 48 mm, s' = 52 mm, = 3 mm, and Δχ2-8 mm. Side DB, remains horizontal. Figure 1 of 1 Ar Β' 91.5 С"
The rectangular plate deforms as shown by the dashed lines. Determine the shear strain ?xy at Point A. Determine the shear strain ??′y′ atPointA. T 0.01 in 5 in X 0.02 in.- ---0.02 in -5 in. A -5 in
The material distorts into the dashed position shown. Determine the average normal strains along the diagonals AD and CF.
Part A) Determine the average normal strain along diagonal AC. Part B) determine the average shear strain at corner A. The rectangular plate is deformed into the shape shown by the dashed lines. Suppose that a =250 mm and b= 410 mm (Figure 1) Figure 1 of 1 6 mm h 2 2 mm mm 6 mm 2 mm B 3 mm
Rate 5Stars ASAP, Please do give detailed working, :) i will rate you 5 stars fast thanks! The square deforms into the position shown by the dashed lines. Determine the normal strain along each diagonal, AB and CD. Determine the shear strain at its comers, A, B, C, and D. Side D'B' remains horizontal.