Perception
Structural
- Feb 4, 2015
- 34
Hello everyone,
I am studying for the vertical breadth portion of the S.E. exam, and I’m feeling a bit overwhelmed with influence lines.
I’m studying using SERM and understand the concepts, but don’t see any resources for influence lines that are available in the various code books we’ll get access to. There’s a few cases for max shear and moment due to concentrated loads in the steel manual, but nothing if you run across something nasty like a multi-span beams with internal hinges.
Is there something in AASHTO or another common code book that helps with the construction of influence lines? I’m a building person so I’m not super familiar with AASHTO. Thanks.
Sidebar: Even though it’s a computer based exam, it’s asinine to not be able to bring your own reference material. What possible usefulness is there in me reading a paragraph of text to get a snow load formula out of ASCE 7-16, or having to go through who knows how many pages to deal with the poor organization of ACI 318?
I am studying for the vertical breadth portion of the S.E. exam, and I’m feeling a bit overwhelmed with influence lines.
I’m studying using SERM and understand the concepts, but don’t see any resources for influence lines that are available in the various code books we’ll get access to. There’s a few cases for max shear and moment due to concentrated loads in the steel manual, but nothing if you run across something nasty like a multi-span beams with internal hinges.
Is there something in AASHTO or another common code book that helps with the construction of influence lines? I’m a building person so I’m not super familiar with AASHTO. Thanks.
Sidebar: Even though it’s a computer based exam, it’s asinine to not be able to bring your own reference material. What possible usefulness is there in me reading a paragraph of text to get a snow load formula out of ASCE 7-16, or having to go through who knows how many pages to deal with the poor organization of ACI 318?