Question 1 15 KN 4 kN/m For the beam shown, support A settles 12 mm C12 downward, use the slope-deflection method to: 2.
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Question 1 15 KN 4 kN/m For the beam shown, support A settles 12 mm C12 downward, use the slope-deflection method to: 2.
Question 1 15 KN 4 kN/m For the beam shown, support A settles 12 mm C12 downward, use the slope-deflection method to: 2.5ET ЗЕІ a) Determine all the slopes at supports 3 m b) Determine all the reactions at supports c) Draw its quantitative shear, bending moment diagrams. Take E= 210 GPa, 1 = 45(10%) mm. 4 m