o) Drow the shear force and moment force diaprams. b) Draw the imapinary regret on the plan immediately to the left of the C slip and determine the value of your most sip show- c) Draw the normal drawing to be made In the region in the picture C and shouw the maximum stress values by calculating. Pi=24ヒN h = 30 cm %3D vy し2 3,5 m 4,5m b= 20cm
o) Drow the shear force and moment force diaprams. b) Draw the imapinary regret on the plan immediately to the left of the C slip and determine the value of your most sip show- c) Draw the normal drawing to be made In the region in the picture C and shouw the maximum stress values by calculating. Pi=24ヒN h = 30 cm %3D vy し2 3,5 m 4,5m b= 20cm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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