WDNHS – 2” DEFLECTION

WDNHS – 2” DEFLECTION To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength of the floor. Poured concrete…

WDNHS – 1” DEFLECTION

WDNHS – 1” DEFLECTION To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength of the floor. Poured concrete…

RWDNHS – 2” DEFLECTION

RWDNHS – 2” DEFLECTION To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength of the floor. Poured concrete…

RWDNHS – 1” DEFLECTION

RWDNHS – 1” DEFLECTION To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength of the floor. Poured concrete…

PCDNHSS – 2” DEFLECTION

PCDNHSS – 2” DEFLECTION To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength of the floor. Poured concrete…

PCDNHSS – 1” DEFLECTION

PCDNHSS – 1” DEFLECTION To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength of the floor. Poured concrete…

PCDNHS – 2” DEFLECTION

PCDNHS – 2” DEFLECTION To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength of the floor. Poured concrete…

PCDNHS – 1” DEFLECTION

PCDNHS – 1” DEFLECTION To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength of the floor. Poured concrete…

DNHS – 2” DEFLECTION

DNHS – 2” DEFLECTION To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength of the floor. Poured concrete…

DNHS – 1” DEFLECTION

DNHS – 1” DEFLECTION To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength of the floor. Poured concrete…