An investigation of hooped concrete columns . 000 :2.040.000 :3.480,000 : .59 7:1,110,000* 560,000*1,200,000*8:2,500,000:3,140,000:2,500,0009:2, 820.000:2.500,000:2^500, 000 Ave.:2,660,000:3.330.000:2,500,000 :?,490.000 3.130,000, : .80 10:2,580,000:3,500,000:4,200,00011:3,630,000:3,630,000:3,700,00012:2,860.000:3.150.000:3.330.000 Ave.:3,020.000:3.090.000:3.740.000 3,280.000 :4,110,000 .80 13:2,140,000:3,500,000:4,300,000:14:1,660,000:1,700,000:1,360,00015:1.180.000* 7C0J 000* 400, OOP* Ave. :1.900.000:21100.000:..320,000 1.770,000: 3,240,000 .55 16:1, 030, 000*1, 070, 000* 1,120, 000*17:2,40
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An investigation of hooped concrete columns . 000 :2.040.000 :3.480, 000 : .59 7:1, 110, 000* 560, 000*1, 200, 000*8:2, 500, 000:3, 140, 000:2, 500, 0009:2, 820.000:2.500, 000:2^500, 000 Ave.:2, 660, 000:3.330.000:2, 500, 000 :?, 490.000 3.130, 000, : .80 10:2, 580, 000:3, 500, 000:4, 200, 00011:3, 630, 000:3, 630, 000:3, 700, 00012:2, 860.000:3.150.000:3.330.000 Ave.:3, 020.000:3.090.000:3.740.000 3, 280.000 :4, 110, 000 .80 13:2, 140, 000:3, 500, 000:4, 300, 000:14:1, 660, 000:1, 700, 000:1, 360, 00015:1.180.000* 7C0J_000* 400, OOP* Ave. :1.900.000:21100.000:..320, 000 1.770, 000: 3, 240, 000 .55 16:1, 030, 000*1, 070, 000* 1, 120, 000*17:2, 400, 000:2, 070, 000:2, 140, 000:18:2, 000, 000:2.000, 000:2r 220.000: Ave.:2.200.000:2.030.000:21180, 000: 2, 140.000 3, 680, 000: .58 20:2, 140, 000:2, 500, 000:3, 330, 000:__21: : : Ave.: : : ? ; 22: : : •23: : : ;24: : : : , Ave.: : : : 25: : : ;26: : : :27: : : : Ave. : : : 28:2, 440, 000:3, 180, 000:2, 560, 000:29:3, 380, 000:3, 000, 000:3, 390, 000:30:2, 420, 000:6.600.000* 2.530.000: Ave.:2.710.000:3.090.000:2, 830, 000: 2.880.000: 3, 180, 000: .91 *0mit in Average. 219 Column U/f. Leadon Co/umns Ur?/7Ld- Unit Load 250 000 J16 000308000 312 000 464 ooo* 501 000461 000496 000 £03 000°600 000°600 000° (oO 000° at Ult- on Column. 23+0* zezo 1150 * 2200 zioo