A stepped bar shown in figure is subjected to an axially applied compressive load of 35 KN. Find the maximum and minimum stress produced.*Max Stress=109.40, Min. Stress=48.51Max Stress=111.40, Min. Stress=49.51Max Stress=112.40, Min. Stress=51.51Max Stress =110.40, Min. Stress = 50.51

A steel bar (shown in Fig. 1) has a cross-sectional area of 10−3 m2, Young’s modulusof 2 × 1011 Pa and Poisson’s ratio of 0.4. If the bar is subjected to a compressive forceof 105 N, find the corresponding longitudinal and transverse strains

(1 point) 4-61 Rigid YokesThe rigid yokes B and C shown are securely fastened to the 2.1-in. square steel (E=31000 ksi) bar AD. The forces applied to the bar are P1𝑃1 = 83 kip, P2𝑃2 = 47 kip, P3𝑃3 = 28.5 kip and P4𝑃4 = 46 kip. If the lengths of the bar are a = 9 ft, b = 6 ft, and c = 3.5 ft, determine:(a) The maximum normal stress in the bar.(b) The change in length of segment AB.(c) The change in length of segment BC.(d) The change in length of the complete bar.(a)σmax𝜎𝑚𝑎𝑥 = ksi(b)δAB𝛿𝐴𝐵 = in.(c)δBC𝛿𝐵𝐶 = in.(d)δtotal𝛿𝑡𝑜𝑡𝑎𝑙 = in.

The load for the beam in the image (b) below is X=14.1 KN. Image (a) represents the cross-section of the beam. Determine the maximum tensile bending stress in the beam in MPa.

draw a neat sketch of representative stress strain curve given is IS 456 for cold worked deformed bars

A wooden beam is subjected to concentrated loads as shown below. Where along the span the maximum flexural stress (bending stress) will develop?Group of answer choicesat mid-spanat the supportsAt the section between the support and the load