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LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 2 IS BEYOND THE MIDPOINT OF MEMBER
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"Vu" which is reported in the shear design output does not match the shear force Fy from the member end force output
Accounting for K in column design as per ACI 318
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Bar Size Can Not Be Matched to Meet All Requirements
Can I design concrete beams in STAAD.Pro as per the ACI code against minor axis moment My ?
Cannot see Shearwall Design Parameters within the Shearwall Design - Whole Structure window
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How do I Specify 2 Rows of Reinforcement in the Top or the Bottom of the Beam
If using an American code for code check, is there any parameter to define the material factor or is it already included
LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 2 IS BEYOND THE MIDPOINT OF MEMBER
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LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 2 IS BEYOND THE MIDPOINT OF MEMBER
Revision
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Current Revision
Thu, Mar 30 2023 4:13 AM
Modestas
5
Revision #5
Tue, Mar 20 2018 2:03 PM
Sye
4
Revision #4
Mon, Oct 3 2016 7:08 PM
Sye
3
Revision #3
Thu, Jul 7 2016 5:53 PM
Steve Crabtree
2
Revision #2
Thu, Jun 23 2016 4:23 PM
Steve Crabtree
1
Revision #1
Thu, Jun 16 2016 2:01 PM
Steve Crabtree
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