. The theory of the flexure and strength of rectangular flat plates applied to reinforced concrete floor slabs . /V Column Rods 6-/^^ Fig. 13. ^Mushroom Slab Rin4j Rods ^^ THE MUSHROOM SLAB TEST 83 The mushroom test slab was six inches thick, and was sup-ported on four 18 by 18 square reinforced concrete columnsdistance 12 from center to center. These had square capitals,42 X 42. The slab was appromimately 18 x 18, and the dia-meter of the outer ring rod of the Mushroom was 66, while theinner ring was 42. These were supported on eight 1-1/8 roundradial column Fig. 14. Mushroom Slab, Lou


. The theory of the flexure and strength of rectangular flat plates applied to reinforced concrete floor slabs . /V Column Rods 6-/^^ Fig. 13. ^Mushroom Slab Rin4j Rods ^^ THE MUSHROOM SLAB TEST 83 The mushroom test slab was six inches thick, and was sup-ported on four 18 by 18 square reinforced concrete columnsdistance 12 from center to center. These had square capitals,42 X 42. The slab was appromimately 18 x 18, and the dia-meter of the outer ring rod of the Mushroom was 66, while theinner ring was 42. These were supported on eight 1-1/8 roundradial column Fig. 14. Mushroom Slab, Loud 4. This will be clearly understood from the view dated October31st, Fig. 12, which shows the reinforcement and forms ready forpouring the concrete. The remaining views are explained by theiraccompanying legends. The diagram of loaded areas for the mushroom slab Fig. 13. islike that already given for the Norcross slab in every particularexcept that the size of the mushroom slab being 18 x 18, while theNorcross slab was 16 x 16, the arms of the Gnn^k cross in thenmshroom slab are each 5 6 lonsr and 5 wide. 84 LOADS ON NORCROSS SLAB o ft 5q oo 02 o O CO03 ^ 13o (M (M CO (M CSI(M (M ^ (M (MCO CO lO CO COO O ^ O OC^ CQ CO (M (M COCO00(M T—1T—1 persq. ft. CO CO GO CO CO LO lQ T—1 lO tQ(M (M CO <M (MCO CO (M CO CO T—1 00 CO TiH 03O C^ (N CO (M (M(M (M xH (M (M00 00 iO 00 00 CO CO 1—1 CO CO 1—1 1—1 C^ T—1 T—1 CO00 CO per sq. ft. CO CO 00 CO CO LO LO T—1 lO »o(M (M CO (M (M ^ ^ 00 tH sh CO CO 03O (M (M 00 (M (N ^ lO LO lO UO ^ PT^^ lO LO Tt^


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