An investigation of hooped concrete columns . 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.

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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1914