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Question 4: Using the Working Stress Method, design a cross-section subjected to eccentric tension. Given data: t = 700 mm, b
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Solution Given data is 300mm ро d=t-700mm P=750KN M= 685kN/m fy= 360N/mm² fco b Boomm it = 700mm - JON Imm2 685x106 » K= .-0.0.156 X30x300x3002 0.87x360x 543.2 +215.95 4043.72 +215.95 As = 4259.6mm² H25 bars, No. of bars provide 4259.6 490.87 4259.6

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