Results 151 to 160 of about 175 (166)
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Stability of Castellated Beams During Erection
2014The increased depth of castellated beams presents stability problems, specifically during erection. During erection the castellated beam must support the weight of an erector and self-weight until the continuous bracing of the floor deck is in place. The stability of the unbraced member is based on its resistance to lateral-torsional buckling.
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Optimization Analysis of Size and Distance of Hexagonal Hole in Castellated Steel Beams
Procedia Engineering, 2017Windu Partono
exaly
Elastic-Plastic Analysis of the Circle-Castellated Steel Beam Using Finite Element Method
Advanced Materials Research, 2012Jia Wei Xiang
exaly
Strengthening of thin-webbed castellated beam using CFRP
International Journal for Computational Methods in Engineering Science and Mechanics, 2018Cyril Thomas A, K Baskar
exaly
Full Height Rectangular Opening Castellated Steel Beam Partially Encased in Reinforced Mortar
Procedia Engineering, 2017Iman Satyarno
exaly
A Discussion about the Improvement of Finite Element Analysis Units of Castellated Beam
Advanced Materials Research, 2012exaly +2 more sources
Lateral Torsional Buckling of Castellated Steel Beam with Tapered Web
Studies in Systems, Decision and ControlRajkumar Chadge +2 more
exaly