Structural manual should include provisions for designer to review and determine if large concrete components would potentially require thermal intervention during curing.
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Thanks for your efforts and contribution for the new version of Structural Manual, look forward to using the new version in coming structural design.
Benjamin Wang, Senior Bridge Engineer/Project Manager
EXP Service Inc.
I think if Section 2.5.1 is moved to Section 5.4 so all requirements for RSS could be found in one place.
Also, are there special requirements for submerged or partially submerged RSS wall applications?
Section 5.5:
(b) It's a bit confused if approach slab will be longer than wingwall, why length of wingwall needs to be extended.
(c) SS 105-15,16,17 could not be found in Technical Publication Site.
Section 8.1.2 last sentence of bullet point (b) as well as bullet point (c) is redundant. As all members are AT or WT grade according to bullet point (a)
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Section 8.3
Last sentence of the second paragraph:
For example, a girder bottom flange should not be oriented level in the transverse direction,
even if the web needs to be out of plumb.
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There is a discrepancy between Figure 8.1.1 and the corresponding text under Section 8.1.2 n) where 2mm is shown in the figure while the corresponding text states 1.5mm section loss to be assumed.
I think is just a typo on Section 1 in 8.12.3.4 db should be in mm and not mm2. I remember using the equation before and the same typo was present. Thanks!
I had to submit my comments this way because I got an error message trying to log in: "Unable to send email. Contact the site administrator if the problem persists.:
Comments:
Section 1
8.8.4.6 (ii) An existing typo has not been corrected:
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Structural manual should…
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Thanks for your efforts and…
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2.6.1 Drawing Numbers It…
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2.6.1 Drawing Numbers
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I think if Section 2.5.1 is…
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Section 5.5: (b) It's a bit…
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section 1, page 5 of 16, 4.4…
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section 1, page 5 of 16, 4.4.3.1 title was repeated, need to delete the latter one.
page 6 of 16, section 5.5.3, allow more of the voids seems have little use. Since void slab rarely has deep section.
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Section 8.3 Last sentence of…
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There is a discrepancy…
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I think is just a typo on…
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