Answer:
1.16 k/ft
Step-by-step explanation:
From the given information;
Using table 1.3 for Minimum design dead loads;
For 12-in clay brick,
the obtained min. design dead load = 115 psf
For Fiberboard 1/2 in. ceilings, the minimum design dead load is 0.75 psf
To start with the load that is being exerted on the floor as a result of the clay brick wall (
), we have:
To calculate the load exerted on the floor as a result of the 1/2 fireboard, we have:
The total load exerted on the floor =
The total load exerted on the floor = 1150 + 7.50
The total load exerted on the floor = 1157.50 lb/ft
To (k/ft), we get:
= 1.157 k/ft
≅ 1.16 k/ft