Plain Concrete Wall Design Example
Ncma tek national concrete masonry association an information series from the national authority on concrete masonry technology tek 14 3a structural 1995 designing concrete masonry walls for wind loads keywords.
Plain concrete wall design example. And it is made of concrete reinforced concrete. I own a home with some cracked plain concrete basement walls and they are cracked way cracked. Taber pe page 1 of 9 example problem. Aci e702 example problems buried concrete basement wall l.
Wall footing design example statement. The most common uses for plain concrete in marine structures are breakwater armour units breakwater caps and blocks in blockwork quay walls. Plain concrete wall when reinforcement 0 4. Structural design of insulating concrete form walls in residential construction presents a cost effective and practical design procedure for residential buildings that reduces the cost of construction without sacrificing reliability energy efficiency or durability.
Load from slab is transferred as axial load to wall. When depth is large it is called rc wall. Reinforced concrete wall is classified as. The retaining wall is fixed to the reinforced concrete slab foundation with a shear key for sliding resistance.
Shear strength reduced from 7654 lbs to 6589 lbs. At the base of footing the allowable soil pressure is 5000psf and base of footing is 5 below the existing ground surface. Buried concrete basement wall design problem statement provide a detailed strength design durability and other considerations not included for a new buried concrete basement wall in a single story masonry building using the given information. Now your task is to design the wall footing for.
Design is similar to a rc column breadth equal to thickness of wall and depth equal to 1m. Strength reduced from 136 7 to 116 8 in kips. Determine if the wall is adequate. A 10 thick wall carries a service dead load of 8k ft and service live load of 9k ft.
3 clear rather than the designed 2 clear. With regard to supporting the superstructure above concrete basement walls are strong. Bending strengthof the section has been reduced by about 15 shear strengthat wall base has been reduced by about 14. This design example focuses on the analysis and design of a tapered cantilever retaining wall including a comparison with model results from the engineering software programs spwall and spmats.
No doubt there are many concrete basement walls without reinforcement. Allowable stress design allowable stresses design examples lateral loads plain concrete masonry reinforced concrete masonry unreinforced concrete ma sonry wind loads. Load combination b 0 6d pl and c d pl will be checked. Concrete compressive strength f c 3ksi.
Reinforced concrete wall when reinforcement 0 4. 3500 psi concrete 5 10.