Journal of Engineering and Applied Sciences

Year: 2017
Volume: 12
Issue: 1 SI
Page No. 5841 - 5843

Design and Analysis of Bridge Structure using Stadd Pro

Authors : Bhagawant SinghSiddhu

References

Dhar, A., M. Mazumder and M.C.S. Karmakar, 2013. Effect of skew angle on longitudinal girder (support shear, moment, torsion) and deck slab of an IRC skew bridge. Indian ConCreTe J., 2013: 46-52.
Direct Link  |  

Juntunen, D.A., 1999. Study of michigan’s continuous span variable depth T-Beam bridges. Michigan Department of Transportation, Genesee County, Michigan. https://www.michigan.gov/documents/mdot_c&t_r-1374_67459_7.pdf

McCormac, J.C. and R.H. Brown, 2015. Design of Reinforced Concrete. 10th Edn., John Wiley & Sons, Hoboken, New Jersey, ISBN:978-1-118-87910-8, Pages: 653.

Qaqish, M., E. Fadda and E. Akawwi, 2008. Design of T-beam bridge by finite element method and AASHTO specification. KMITL. Sci. J., 8: 24-34.
Direct Link  |  

Rajaraman, J., K. Thiruvenkatasamy and S.N. Rao, 2015. Understanding to predict soil behavior. Intl. J. geomate: Geotech. Constr. Mater. Environ., 9: 1491-1495.

Reich, Y., 1995. Measuring the value of knowledge. Intl. J. Hum. Comput. Stud., 42: 3-30.
Direct Link  |  

Vurpillot, S., G. Krueger, D. Benouaich, D. Clement and D. Inaudi, 1998. Vertical deflection of a pre-stressed concrete bridge obtained using deformation sensors and inclinometer measurements. Struct. J., 95: 518-526.
Direct Link  |  

Design and power by Medwell Web Development Team. © Medwell Publishing 2024 All Rights Reserved