V = 31 X=475 V/5=6.2 6.3. Y=D155 8V= 248 Y40=3.875 V/I0 = 3.1 %3D Y/200=0.775 W= 25 60 w/4 = 6.25 Z10=6 %3D 37=180 %3D


V = 31<br>X=475<br>V/5=6.2<br>6.3.<br>Y=D155<br>8V= 248<br>Y40=3.875<br>V/I0 = 3.1<br>%3D<br>Y/200=0.775<br>W= 25<br>60<br>w/4 = 6.25<br>Z10=6<br>%3D<br>37=180<br>%3D<br>

Extracted text: V = 31 X=475 V/5=6.2 6.3. Y=D155 8V= 248 Y40=3.875 V/I0 = 3.1 %3D Y/200=0.775 W= 25 60 w/4 = 6.25 Z10=6 %3D 37=180 %3D
6. From the given section of a wide flange shown below, what is the maximum horizontal shear stress, in<br>MPa, if it is subjected to a vertical shear of X kN? All dimensions of the drawing below are in millimeters.<br>3Z<br>20<br>20<br>20<br>

Extracted text: 6. From the given section of a wide flange shown below, what is the maximum horizontal shear stress, in MPa, if it is subjected to a vertical shear of X kN? All dimensions of the drawing below are in millimeters. 3Z 20 20 20

Jun 11, 2022
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