A frame is built with members ACB and DC to support load Pas shown. Member DC has a rectangular cross section with width of 25 mm and thickness t. Stress-strain curve for the material of which the...


A frame is built with members ACB and DC to support load P as shown. Member DC has

a rectangular cross section with width of 25 mm and thickness t. Stress-strain curve for the

material of which the member DC is made is also provided below.

a. Determine the thickness t so that member DC does not yield. (You can assume

same behavior for compression and tension)
b. Determine the diameters of the pin A and D if allowable shear stress for pins is

???? = 40 ???.


A frame is built with members ACB and DC to support load Pas shown. Member DC has<br>a rectangular cross section with width of 25 mm and thickness t. Stress-strain curve for the<br>material of which the member DC is made is also provided below.<br>a. Determine the thickness t so that member DC does not yield. (You can assume<br>same behavior for compression and tension)<br>b. Determine the diameters of the pin A and D if allowable shear stress for pins is<br>Tall = 40 MPa.<br>P<br>200 mm<br>200 mm<br>B.<br>200 mm<br>150 mm<br>25 mm<br>P=13 kN<br>

Extracted text: A frame is built with members ACB and DC to support load Pas shown. Member DC has a rectangular cross section with width of 25 mm and thickness t. Stress-strain curve for the material of which the member DC is made is also provided below. a. Determine the thickness t so that member DC does not yield. (You can assume same behavior for compression and tension) b. Determine the diameters of the pin A and D if allowable shear stress for pins is Tall = 40 MPa. P 200 mm 200 mm B. 200 mm 150 mm 25 mm P=13 kN
550<br>500<br>450<br>400<br>-500<br>350<br>400-<br>300<br>300<br>250<br>200<br>200<br>150<br>100<br>100<br>0.004<br>Engineering Strain (mmimm)<br>0.006 0.008<br>0.000<br>0.002<br>0.010<br>50<br>0-<br>0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0 20 0.22<br>Engineering Strain (mm/mm)<br>Stress-strain diagram for member DC in Question 1<br>Engineering Stress (MPa)<br>Engineering Stress (MPa)<br>

Extracted text: 550 500 450 400 -500 350 400- 300 300 250 200 200 150 100 100 0.004 Engineering Strain (mmimm) 0.006 0.008 0.000 0.002 0.010 50 0- 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0 20 0.22 Engineering Strain (mm/mm) Stress-strain diagram for member DC in Question 1 Engineering Stress (MPa) Engineering Stress (MPa)

Jun 11, 2022
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