Hi All,
After designing a concrete column, we get required area of reinforcement. While selecting suitable bar size and number, sometimes the actual cross-sectional area of selected bar size & number combination is slightly less than the required reinforcement area (calculated either manually...
Hi, All!
I have to design a brick masonry freestanding wall, with footing on one side only.
The wall will be 15 ft high, above ground level. RC columns shall be provided tentatively at 10 ft on centers, within the wall.
Wind load is to be as per ASCE 7-05 category C, for 100 mph wind...
What should be the criterion to determine design snow load at a station, for which no ground snow load map or specified ground snow values exist?
References or links to relevant code sections or research articles etc, would be highly appreciated.
I have to analyze an existing 9 in. thick burnt clay brick masonry wall and to propose measures to be adopted for raising its height from 6 ft to 12 ft above ground level. Existing wall has RC columns at 10 ft on centers. wall has been constructed in 100 ft lengths with 1 inch expansion joint...
