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I NEED ANSWERS ASAP. THANK YOU.
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answerhappygod
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I NEED ANSWERS ASAP. THANK YOU.
I NEED ANSWERS ASAP. THANK YOU.
MY NOTES 1. [-/16.66 Points] DETAILS GGMECHMAT9 5.12.018. A short column with a wide-flange shape is subjected to a compressive load that produces a resultant force P = 47.0 kN acting at the midpoint of one flange (see figure). P = 55 kN y Cover plate (120 mm x 10 mm) (Part (c) only) 8 mm 12 mm: 160 mm i (a) Determine the maximum tensile and compressive stresses and respectively, in the column. (Enter your answers in MPa. Use the deformation sign convention.) at = MPa MPa = oc (b) Locate the neutral axis under this loading condition. (Enter the value of y, in mm, on which this axis lies.) mm (c) Recompute maximum tensile and compressive stresses if a 120 mm x 10 mm cover plate is added to one flange as shown. (Enter your answers in MPa. Use the deformation sign convention.) = MPa ot = MPa oc 200 mm ASK YOUR TEACHER
MY NOTES 1. [-/16.66 Points] DETAILS GGMECHMAT9 5.12.018. A short column with a wide-flange shape is subjected to a compressive load that produces a resultant force P = 47.0 kN acting at the midpoint of one flange (see figure). P = 55 kN y Cover plate (120 mm x 10 mm) (Part (c) only) 8 mm 12 mm: 160 mm i (a) Determine the maximum tensile and compressive stresses and respectively, in the column. (Enter your answers in MPa. Use the deformation sign convention.) at = MPa MPa = oc (b) Locate the neutral axis under this loading condition. (Enter the value of y, in mm, on which this axis lies.) mm (c) Recompute maximum tensile and compressive stresses if a 120 mm x 10 mm cover plate is added to one flange as shown. (Enter your answers in MPa. Use the deformation sign convention.) = MPa ot = MPa oc 200 mm ASK YOUR TEACHER
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