DRAFT HANDBOOK ON STRUCTURE WITH REINFORCED CONCRETE PORTAL FRAME WITHOUT CRANES USING LIMIT STATE METHOD

Authors

  • Smit Vipin Shah PG Student, Dept. of Civil Engineering, Veerayatan Group of Institutions-Mandvi
  • Jayant G. Kulkarni Head, Dept. of Civil Engineering, Veerayatan Group of Institutions-Mandvi
  • Ravi K. Oza Assitant Prof., Govt. Engineering Collage- Bhuj

Keywords:

Gable Portal Frame, Single Bay, Eaves Point, Ridge Point, Galvaluime Roofing

Abstract

Sp-43:1987 has analyzed and given details of RC portal frames for certain parametric variation in respect of span and spacing of
frame and height of column for dead, live and wind load. In this dissertation single bay single storey portals with span length of
9m,12m,18m and 6m frame spacing and 6.5m column height with fixed base having slope of rafter as 1 in 3 have been analyzed
for dead, live and earthquake load. The sections having designed using limit state method.

Published

2015-05-25

How to Cite

Smit Vipin Shah, Jayant G. Kulkarni, & Ravi K. Oza. (2015). DRAFT HANDBOOK ON STRUCTURE WITH REINFORCED CONCRETE PORTAL FRAME WITHOUT CRANES USING LIMIT STATE METHOD. International Journal of Advance Research in Engineering, Science & Technology, 2(5), 303–305. Retrieved from https://ijarest.org/index.php/ijarest/article/view/169