Hi Folks,
Please help me with the issues I have encountered using MathCAd 15. I'm using a Script with program on it but the result box shows differently. Please see snap for reference. I dont know which part is wrong. Thanks.
When I redefined one of the values using the same magnitude, the...
Hi Folks,
Please help me with the issues I have encountered using MathCAd 15. I'm using a Script with program on it but the result box shows differently. Please see snap for reference. I dont know which part is wrong. Thanks.
When I redefined one of the values using the same magnitude, the...
Hi.
Just want to know your opinion regarding the load I should use to deign the weld of stiffener plate to beam connection.
Since the gusset plate is not located at the center of the beam, can I use the 0.5Fhbr to design my weld? or do i need to proportion my load to the dimension in respect...
I have been confused about the application of yield line on the web of a member. Please help me clear about this issue. Im working on a plan brace connected on a gusset which is directly welded on the beam web. But the brace drop is not located at the center of the beam. Example, on the W12X40...
