If fbt and fs are the numerical values of bending tension and shear st

1.

If f_bt and f_s are the numerical values of bending tension and shear stresses, the equivalent stress f_e, is

A. <img src="/_files/images/civil-engineering/structural-design-specifications/06-22-100-1.png">

B. <img src="/_files/images/civil-engineering/structural-design-specifications/06-22-100-2.png">

C. <img src="/_files/images/civil-engineering/structural-design-specifications/06-22-100-3.png">

D. <img src="/_files/images/civil-engineering/structural-design-specifications/06-22-100-4.png">

Answer» D. <img src="/_files/images/civil-engineering/structural-design-specifications/06-22-100-4.png">

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If f_bt and f_s are the numerical values of bending tension and shear stresses, the equivalent stress f_e, is

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1.	If f_bt and f_s are the numerical values of bending tension and shear stresses, the equivalent stress f_e, is
A.	<img src="/_files/images/civil-engineering/structural-design-specifications/06-22-100-1.png">
B.	<img src="/_files/images/civil-engineering/structural-design-specifications/06-22-100-2.png">
C.	<img src="/_files/images/civil-engineering/structural-design-specifications/06-22-100-3.png">
D.	<img src="/_files/images/civil-engineering/structural-design-specifications/06-22-100-4.png">
Answer» D. <img src="/_files/images/civil-engineering/structural-design-specifications/06-22-100-4.png">