Ouestion or 950 KN Design coluenn A-B in the middle story of the frame shown below. All beams are 400 mm x 400 mm. All c

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Ouestion Or 950 Kn Design Coluenn A B In The Middle Story Of The Frame Shown Below All Beams Are 400 Mm X 400 Mm All C 1 (45.63 KiB) Viewed 24 times

Ouestion or 950 KN Design coluenn A-B in the middle story of the frame shown below. All beams are 400 mm x 400 mm. All columns are circular with diameter of 850 men. Columns and beams are made from the same normal weight concrete of 28 MPa compressive strength. Assume that the deal loads are the only sustained loads. Given: Untiretorud Axial load on column A-B due to dead loud = 150 KN • Factored axial force and end moments of columm A-B are! 17 kN.m 118 kN.m 950 KN 28 mm 2100 KN 230 KN Roof 6.5 m 17 mm 3200 KN 450 KN 2 story A 16.5 m Wall 9 mm 3900 KN .720. 1" story 75 m GL TITT TTTTTT 0 0 Total Horizontal Story Shear, V. (KN) + 4.0 m Lateral deflection Total Vertical Story due to V. (mm) Load, P. (kN) 6.5 m 4.5 m 4.5 m Page 1/2