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Unformatted text preview: beam. 6. Draw distribution for normal (axial+bending) stresses at point B in the column. 7. Draw distribution for shear stresses at Point B in the beam. 8. Using Mohrs circle, find principal stresses at the flange/web juncture at point B in the beam. 9. Assuming E = 5,000 ksi, find the maximum tensile strain in the beam and the maximum compressive strain in the column. A C B 2.5 k/ft D 25 k E 12 ft 8 ft Column Section Beam Section 8 in 10 in 10 in 12 in 6 in 22 in...
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- Fall '09