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EC2 code is not available in the batch mode of concrete design
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STAAD.Pro Concrete Design [FAQ]
"Vu" which is reported in the shear design output does not match the shear force Fy from the member end force output
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
A suitable bar arrangement could not be determined
Accounting for cracked concrete section
Accounting for K in column design as per ACI 318
ACI Stability Design
As part of the concrete column design output STAAD.Pro plots the Pn and Mn
Bar Size Can Not Be Matched to Meet All Requirements
Can I change the strength reduction factors in the program
Can I design concrete beams in STAAD.Pro as per the ACI code against minor axis moment My ?
Concrete Design as per IS:456-2000 Code: Technical details for the "BRACING" Parameter.
EC2 code is not available in the batch mode of concrete design
How do I interpret the element design results per the ACI code
How do I Specify 2 Rows of Reinforcement in the Top or the Bottom of the Beam
How to Compute the Capacity of the Existing Concrete Section
I am designing a concrete column in STAAD.Pro but STAAD is only designing for the first load case
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
If using an American code for code check, is there any parameter to define the material factor or is it already included
In STAAD the bending moment and shear forces are reported at 12 subdivision in a beam. I want to know how to obtain design result at column face for beam design(flexure) and shear at “d” distance.?
Is Dowel Reinforcement a Term Used by American Engineers
IS: 456 Column Design Philosophy
LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 2 IS BEYOND THE MIDPOINT OF MEMBER
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
RFACE parameter in IS456 code
What do These Expressions Mean "LONG. REINF.", "TRANS. REINF.", "TOP", "BOTT."
Why is concrete design on an element output report reinforcement in terms of "SQ.MM/MM"
Why is it that the concrete column interaction diagram is not plotted in the output although track 2 was specified
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Simplifications to Bentley's Engineering Simulation Software Licenses
EC2 code is not available in the batch mode of concrete design
Revision
Creation Date
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Current Revision
Fri, Sep 21 2018 6:24 PM
Sye
6
Revision #6
Fri, Sep 21 2018 6:23 PM
Sye
5
Revision #5
Mon, Sep 12 2016 8:05 AM
Maria Garcia
4
Revision #4
Sat, Sep 10 2016 7:17 AM
Surojit Ghosh
3
Revision #3
Sat, Sep 10 2016 7:07 AM
Surojit Ghosh
2
Revision #2
Sat, Sep 10 2016 7:02 AM
Surojit Ghosh
1
Revision #1
Sat, Sep 10 2016 7:01 AM
Surojit Ghosh
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