The Structural Design of a Three-Story Reinforced Concrete Cold Storage Building

Cover The Structural Design of a Three-Story Reinforced Concrete Cold Storage Building
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so tliat 4 round rods 3/4" vrt)tild have to be used the same as for the lower columns, con- sequently the columns would be ample from top to bottom.
Til© sis - Page 32 — STRUCOJUHAL DESIGH — For coltunn E-7 the size in the baseir.ent is also 21 x 21 and with 4 rotmd 3/4" rods the load it woxdd carjcy aiiio\mts to 140000 the saine as A-7. But the ^-reatest load is 100800 lbs.
so coliami E-7 would be patterned after A-7, See colvinm schedta© for sizes of col^mins in each story, also for diameter
...and length of rods.
In the case of the ell -shaped coluians where 4 rods do not work well in arrangement 8 smaller rods are substituted as indicated on the column schedule.
Thesis - Page 55 — s X 3 u 0? u it A L L B 3 I G r: ■*- coLiBQis - iKi'srao:! v/.-iXl cqlumiis.
Since the flooirs are siapported independently of the walls, coltmms nmst be provided inside the corlc board layer to support the edges of the floors in the end bays. The width of these colianns is determined by the outer colunms 21" and the thicloiess by the height of not less than 1/16 of 11* 8" = 9".


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