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@ KootK with all of that said what would you recommend to mitigate against that positive bending straight to the wall?

@KootK ..I like your perspective never thought of that before....[thumbsup2] So the extra bars in the stairs reinforcement are for extra over support?

@Kootk.... Here is an image of a stairs that is reinforced ..... what are your thoughts on it ?http://files.engineering.com/getfile.aspx?folder=f2aa4651-61e4-4004-9477-b323b43c77ee&file=20150612_101831.jpg

@kootk.... I have seen various types of reinforcement in stairs within the waste slab region.... but the puzzling question is; do you think that all of these different concept of reinforcement in stairs waste slab are correct?

Waste slab stair is the typical stair with your riser and your goings/thread... the reinforcement directly below the steps... what purpose they serve and what are they called?

In a waste slab stair, the bars directly underneath the steps; what are their purpose and what are they usually called?

the depth is about 16 ft at the high side http://www.eng-tips.com/viewthread.cfm?qid=372480

Would a diaphragm be economical for a partial basement? Land is sloped and surrounded by neighboring buildings.

What type of retaining wall would be recommended for partial basement on a slope land with a high water-table and also have neighboring building next to it ?

What type of retaining wall would be recommended for partial basement on a slope land with a high water-table and also have neighboring building next to it ?

Is it possible when using a permanent diaphragm wall to retain soil and as a basement wall, can columns from the superstructure be place on top of the diaphragm wall to support the building load?

thanks much for that response@jayrod12

hello i need some consulting advice on this system..... Can precast columns be spaced at 25ft by 30ft in a column grid for precast building, is it economical or not?