Recent content by Sheila Rose

Oh I see. Thanks. I'm thinking if there is any option or program that can possibly round the given value into closest number that may used to satisfy the "equal part" of the program. There is no problem in greater or less than part, its just the equal portion. Thanks. [bigsmile]

sorry. I'm not into programming. Can you please explain further. It will help me a lot. Thanks.

ooops sorry. Please see attached file. This shows same condition with different result. Thanks.http://files.engineering.com/getfile.aspx?folder=3cde3a85-e64d-45d2-9eda-a55260e67927&file=XXXXX.xmcd

W12X79 Column W14X90 Beam Connecting to a Built-Up I-Shape due to stub requirements.

I will. Thanks.

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 Guys, Can you please help me in figuring out the possible force distribution of the below sketch. Horizontal Brace Connection.

I agree. Maybe I will move the working point an inch if its still possible. Thanks a lot.

Hi. Just an additional question. I got this situation that my stiffener plate fall exactly at the working point (as shown on figure). The weld between the gusset and stiffener plate is not sufficient with the given load. I'm restraint on using until 1/2" fillet weld and PJP is not an option...

Thanks.

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...

Please see attached file for reference.http://files.engineering.com/getfile.aspx?folder=5832808d-eae1-49d8-b6fd-a415c48b197a&file=yield_line_analysis.pdf

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...