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USING 50% UDL load For Connection Design
Thankyou Gentleman's.. Currently I started my profession as Connection design engineer. In my office there is no senior engineer in connection design and I'm in the learning process.. When I saw this platform, I just wanted to utilize this with your IDEA'S sharing. And it's "Great"...- Kishore sk
- Post #12
- Forum: Structural engineering general discussion
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USING 50% UDL load For Connection Design
Hello Engineers.. I have questions from connection design for AISC, In some STRUCTURAL GENERAL NOTE they have mentioned that the beam END CONNECTIONS shall develop one half the maximum ALLOWABLE UNIFORM LOAD for the beam assuming the beam is continuously SUPPORTED LATERALLY. And the question...- Kishore sk
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- Replies: 24
- Forum: Structural engineering general discussion
