Category: Master

Opening is inevitable in structural slab. Consequently, the punching shear capacity remarkably reduces, and becomes more crucial for Flat Slab. Subtracting the control perimeter, adding shear reinforcement, increasing slab thickness are the treatment method written in building design code on matter relating the opening within slab. The presenting thesis addresses the variation in punching shear…

This study focuses on investigation of the behavior of reinforced concrete (RC) beams with fiber reinforced polymer (FRP) and the determination of flexural capacity of the beams. In addition, discussion on findings obtained from the literature for the RC beams with FRP was also addressed. Methods of strengthening RC beams with externally bonded with FRP…

The crack formation and propagation in RC members is complex. It involves various mechanisms and parameters related to the interaction between concrete and reinforcement, the geometry of structure member, type of loading, and support conditions. Typically, experiment testing was used widely by investigating the behavior of these individual element and the effect of concrete strength.…

Concrete members are used to ensure that the structural components are able to resist the external loads acting on them. Calculation of beams by following whichever standard code correctly is safe, but it is not certain which code is more economical. Therefore, when designing bending reinforced concrete beams using ACI 318 and Eurocode 2, we…

The present study addresses the calculation of the deflection of reinforced concrete beams under concentrated load in mid span using different standard such as Russian code and ACI standard, compared with actual beam test result and the result of calculation in computer program ANSYS. By divided element of beam 10 time in bending diagram, then…

I have an honor to express my very deep and endless gratitude to my dear parents who have not just brought me up every well but also continuously love, encourage, support, advice, and care for me always. Without both, I would not have been as I am today. I would like to express my truly…

Comparisons in the use of reinforced concrete and Post tension concrete have shown that theoretical and practical studies in real-world construction have different characteristics and actually have different advantages and disadvantages. Related to cracks in fiber flooring and reinforced concrete using ACI 318 and Euro code 2 are also different. For the topic research, we…

The recent times, Flat slab buildings are generally used for the construction because use of flat slab building provides many advantages above conventional RC Frame building in terms of economy, make use of space, easier formwork, architectural flexibility, and mostly shorter construction time. The Flat slab building in which slab is directly supported by columns,…

The thesis presents on bolted connection of steel structure, which focuses on the analysis of beam-column connections complying the American Institute of Steel Construction Specification (AISC Specification). The material that used for beam and column member is ASTM Steel Grade A572-50 with yield strength Fy = 344.738 MPa and Fu = 448.159 MPa. For the…

The present study addresses the calculation of the long-deflection of reinforced concrete beams under concentrated load in mid span using different standard such as Russian code and ACI standard, compared with actual beam test result and the result of calculation in computer program ANSYS. By divided different calculate deflection according to Mechanical Method, Gilbert’s Method…