To All:
AISC has posted links to the Specifation Part of the new Unified Manual for Free Download to all.
http://www.aisc.org/Template.cfm?Section=2005_Specification&Template=/ContentManagement/ContentDisplay.cfm&ContentID=27871
One link to the Specification and one link to the...
To All:
AISC has posted links to the Specifation Part of the new Unified Manual for Free Download to all.
http://www.aisc.org/Template.cfm?Section=2005_Specification&Template=/ContentManagement/ContentDisplay.cfm&ContentID=27871
One link to the Specification and one link to the Commentary...
I am designing a concrete beam which, due to other constraints, has a width dimension quite a bit larger than may be required due to the applied loading.
Normally in a beam, the minimum amount of steel is limited by the rho = 0.0033 requirement.
I noticed that if I reduced the width of the...
Has anyone out there had personal experience designing a mass concrete pour which required a post concrete placement cooling system.
If so, do you have any tips regarding design or pitfalls to avoid.
I already have found considerable ACI documentation so I am really asking for personal...
I was reviewing the ACI Manual of Concrete Practice 2004.
The ACI 349 Appendix B - Anchoring to Concrete is totally revised from the old method which has been around since 1976.
The old method is the method cited in the AISC design guide #7 and has been used extensively to design anchor bolts...
