Some Mooted Questions in Reinforced Concrete Design

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SPAN OF SLABS = 12 FT. SLAB, 6 IN. THICK. ] [Illustration: PLATE IV, FIG. 2. --REINFORCEMENT IN PLACE OVER ONECOMPLETE FLOOR OF STORAGE WAREHOUSE. SLABS, 14 FT. SQUARE. REINFORCEDTWO WAYS. NOTE CONTINUITY OF REINFORCEMENT AND ELEVATION OVER SUPPORTS. FLOOR DESIGNED FOR 150 LB. PER SQ. FT. LIVE LOAD. TESTED TO 900 LB. PERSQ. FT. ] In another part of this job (the factory annex) where, owing to the opennature of the structure, it was impossible to house it in as well as thewarehouse which had bea...ring walls to curtain off the sides, lessfortunate results were obtained. A temperature drop over night of nearly50

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