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A beam has the cross-sectional dimensions shown here. If the allowable stresses are 7 ksi in tension, 30 ksi in compression, and 8 ksi

 

A beam has the cross-sectional dimensions shown here. If the allowable stresses are 7 ksi in tension, 30 ksi in compression, and 8 ksi in shear, what is the maximum allowable bending moment for this beam? Consider only the vertical loading of the beam and confine calculations for shear to sections a-a and b-b. (tal X a 6. diam Hobs +1 LEX 8 bit 2

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