They think that this 'c' variable in EC2 (7.11) shouldn't be called 'c' because according to EC2 Webbie Download Album. Sid Meier&. 4.4.1.1. (1) - 'c' stands for 'The concrete cover is the distance between the surface of the reinforcement closest to the nearest concrete surface (including links and stirrups and surface reinforcement where relevant) and the nearest concrete surface.' To test the crack width calculation, seven #5 longitudinal bars have been added to the slab. The total area of mild steel reinforcement is 1,400mm. Currently, SAFE will account for me of the PT so effects. SAFE accounts for the PT effects on the moments and reinforcing stresses but the tendon areas are not considered effective to resist.

Hi, i was wondering could i have some of your thoughts on the following in relation to the analysis of a horizontal rigid floor diaphragm over a transfer structure or maybe someone has come across it before. If you have a shear wall layout at different floor levels on upper floors on a structure which the location of the bracing walls mirrors each floor level i.e.

Shear walls are in the same location the entire height of the building. Need For Speed Underground 1 Full Version. However when you get to lower level the walls become blade column, thicker walls and some are located in different areas i.e. Thus the horizontal load distribution on the lower floor level where the wall has change would be different to the walls above.