📄 IJAERD-OJS-5301
STUDY ON BEHAVIOR OF PORTAL FRAME FOR DIFFERENT LOAD CONDITIONS
| Author(s) | : | Vidhi.A.Chudasama, Umang.P.Patel |
| Institution | : | Civil Engineering Department, The Maharaja Sayajirao University of Baroda |
| Published In | : | Vol. 2, Issue 12 — December 2015 |
| Page No. | : | 493-495 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Abstract
In present study a portal frame with fixed end supports and pinned ends under 3 load conditions are examined. Theexisting portal frame is analyzed using MDM. Three different loading conditions such as UDL of 10 kN/m on beam, 10 kNHL @ joint and UDL of 10kN/m on beam with 10 kN HL @ joint are considered. Bending Moment Diagram is drawn for allthe cases. Study reveals that where limitation of foundation size exists, pinned connections are preferred as compared tofixed ends.
🕮 How to Cite
Vidhi.A.Chudasama, Umang.P.Patel, “STUDY ON BEHAVIOR OF PORTAL FRAME FOR DIFFERENT LOAD CONDITIONS”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 2, Issue 12, pp. 493-495, December 2015.
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