1CIVL 232 Structural Concrete Design Assignment 7(Tuesday, 13 May 2004; Due date: Tuesday, 18 May 2004) Short columns with uniaxial and biaxial bending, slender columns 1.Design the longitudinal steel and links for a 350 mm square, short braced column which supports the following axial load: Gk= 1,000 kN, Qk= 1,000 kN, given fcu= 40 N/mm2, fy= 460 N/mm2, fyv= 250 N/mm2. 2.An internal column shown in Fig. 7.2 in a braced two-storey building supports approximately symmetrical arrangements of beams (350 × 600 mm and 350 × 500 mm in major and minor axes respectively), resulting in characteristic dead and imposed loads each of 1000 kN being applied to the column. The column is 350 mm square and the storey height is 5 m. Design the longitudinal reinforcement and links, given fcu= 40 N/mm2
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