concrete box culvert design
concrete box culvert design
(OP)
I am designing concrete box culvert 12.00m by 6.00m, with 0.50m thickness and 0.05m wearing coat thickness. I used manual method by considering Kleinlogel formulas,and ROBOT. The manual method bending moment given by Kleinlogel formulas are very different from those found by ROBOT. I need a help to understand this difference.






RE: concrete box culvert design
And I've never heard of ROBOT, but I'm still using a slide rule.
RE: concrete box culvert design
Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
http://www.engissol.com/cross-section-analysis-des...
RE: concrete box culvert design
I'd say the most difficult part was assessing the loads on the structure. 12x6 m is a large culvert and you need to be sure the design loads are appropriate.
Doug Jenkins
Interactive Design Services
http://newtonexcelbach.wordpress.com/