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TOPIC: Steel Plates(1).xls
#371
Katie (Admin)
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Steel Plates(1).xls 1 Year, 2 Months ago Karma: -4  
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Steel Plates(1).xls

Previous user comments
margon53 2007-04-21 23:38:38
very useful in steel structures design

Gary 2007-04-25 06:41:10
This looks very good, quite useful. I like it ease of use
rtayong 2007-04-28 07:50:34


ashish 2007-05-23 16:32:32
Good one. If I will find time, I will convert it to US units & post it to this website.
 
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#790
aclj370 (User)
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Re:Steel Plates(1).xls 11 Months ago Karma: 0  
I tried this calc on a column base plate; case 4. Question concerning the terminology. the results gave the ultimate load and associated deflection and the serviceable load based on max allowable deflection. The ultimate load deflection was half the serviceable load deflection yet the serviceable load was 67% of the ultimate. Am I confused?
 
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henrymp (User)
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Re:Steel Plates(1).xls 10 Months, 3 Weeks ago Karma: 0  
The Service Load is based on Ultimate Load/Load Factor provided that the Ultimate Load Deflection is less than or equal to the allowable service load deflection. When the Ultimate Load deflection is greater than the Service Load allowable deflection then the Service Load is adjusted to ensure that the allowable deflection is not exceeded.

It often happens that the Service Load Deflection cannot be achieved without overstressing the plate at Ultimate Load.
 
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Last Edit: 2007/10/20 12:57 By henrymp. Reason: Greater than and equal signs not supported
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#1060
JohnDoyle (Admin)
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Re:Steel Plates(1).xls 4 Months, 2 Weeks ago Karma: 471  
henrymp has just updated this file to version 1.2.
 
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