1 answer

Please use the numbers provided in the problem statement. Also, if you could show all formulas/equations...

Question:

Please use the numbers provided in the problem statement. Also, if you could show all formulas/equations used that would be great! Thank you so very much!

For vertical flexural member BD, determine the principal stresses o, i > ?p2) and the maximum shear stress ? as acting at point H as shown. Show these stresses in an appropriate sketch. Assume x1-73 in., e-12 in ., a-86 in., y1-95 in., c-48 in, b-22 in., P-34 kips, ? 57. tf-0.77 in., d-11 in., tw 0.6 in, bf-11 in., h-2 in. Ca Vi Answers O, 114.806 op1 ksi 4.806 2.66Please use the numbers provided in the problem statement. Also, if you could show all formulas used that would be great! Thank you so very much!

For vertical flexural member BD, determine the principal stresses o, i > ?p2) and the maximum shear stress ? as acting at point H as shown. Show these stresses in an appropriate sketch. Assume x1-73 in., e-12 in ., a-86 in., y1-95 in., c-48 in, b-22 in., P-34 kips, ? 57. tf-0.77 in., d-11 in., tw" 0.6 in, bf-11 in., h-2 in. Ca Vi Answers O, 114.806 op1 ksi 4.806 2.66

Answers

Moment 3 mertía about the axis 0 0-4185 5885 21334 293-762 Web 0.6 66.55 6655 anoe 0.דר 0.4185 -5885 29334 293 762 Consid thoInternal forces at H My AFH VH 2Run VH=15.31 kip F72-G2 kep MH=-338.14 kip-m Axial etress at H 23.54 23.54 Shear stress at H05805-545 +6245) マ7025 3.798 Čmax = 3.798 ksi

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