1. If using an American code for code check, is there any parameter to define the material factor or is it already included?
2. LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 2 IS BEYOND THE MIDPOINT OF MEMBER
3. Is Dowel Reinforcement a Term Used by American Engineers
4. My input file contains 2 load cases - case 1 and 2. For member 43, case 2 produces a larger value of shear force along local Y axis than case 1
5. Why is it that the concrete column interaction diagram is not plotted in the output although track 2 was specified?
6. "Vu" which is reported in the shear design output does not match the shear force Fy from the member end force output
7. What do These Expressions Mean "LONG. REINF.", "TRANS. REINF.", "TOP", "BOTT."
8. Why is concrete design on an element output report reinforcement in terms of "SQ.MM/MM"
9. A Floor Slab has been Modeled using 4-Noded Plate Elements. Why are the Moments as well as Reinforcement Appearing on the Top and not the Bottom of the Plates
10. How to Compute the Capacity of the Existing Concrete Section
11. Can I change the strength reduction factors in the program
12. How do I Specify 2 Rows of Reinforcement in the Top or the Bottom of the Beam
13. Bar Size Can Not Be Matched to Meet All Requirements
14. How do I interpret the element design results per the ACI code
15. As part of the concrete column design output STAAD.Pro plots the Pn and Mn
16. I am trying to define a Slab Design brief from within the RC Designer. The Main Reinforcement tab refers to directions like X and Y
17. I am designing a concrete column in STAAD.Pro but STAAD is only designing for the first load case
18. EC2 code is not available in the batch mode of concrete design
19. [[Can I design concrete beams in STAAD.Pro as per the ACI code against minor axis moment My ?]]

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