|
|
Concrete slab of family house
Sivčák, Jozef ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The main aim of Bachelor thesis is design and assessment of detached house´s reinforced concrete slab. The ground plan of slab is bent under rake angle 120° and there is a hole for staircase. Internal forces are calculated by finite element method and verified by replacement beam method, but the model for manual design is simplified. Reinforcement is designed for design values of internal forces from finite element method. Outcomes of calculations are building drawings of reinforcement, where the most exposed part, angled part, is solved. Also, tangential internal forces from bended reinforcement in every layer are solved there. Design and calculations were realized by current norms.
|
|
|
Ceiling concrete slab over the tank of sewage treatment plant
Laurinyeczová, Erika ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The work deals with the analysis of a multi-field reinforced concrete slab, which is located above the chambers of a wastewater treatment plant. The slab is reinforced by a pair of mutually perpendicular ribs. The ribs are located under the support walls of the object, which is located above the slab. The aim of this work is to design and assess the slab for ultimate and serviceability limit state. The internal forces were determined on a spatial model of the joist slab using SCIA Engineer. At the same time, there was a manual calculation performed. Due to the asymmetric geometry of the slab, a comparison of the results and an assessment of the suitability or unsuitability of a simplified manual calculation for such a type of construction was performed.
|
|
|
Ceiling concrete slab over the tank of sewage treatment plant
Laurinyeczová, Erika ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The work deals with the analysis of a multi-field reinforced concrete slab, which is located above the chambers of a wastewater treatment plant. The slab is reinforced by a pair of mutually perpendicular ribs. The ribs are located under the support walls of the object, which is located above the slab. The aim of this work is to design and assess the slab for ultimate and serviceability limit state. The internal forces were determined on a spatial model of the joist slab using SCIA Engineer. At the same time, there was a manual calculation performed. Due to the asymmetric geometry of the slab, a comparison of the results and an assessment of the suitability or unsuitability of a simplified manual calculation for such a type of construction was performed.
|
|
|
Concrete slab of family house
Sivčák, Jozef ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The main aim of Bachelor thesis is design and assessment of detached house´s reinforced concrete slab. The ground plan of slab is bent under rake angle 120° and there is a hole for staircase. Internal forces are calculated by finite element method and verified by replacement beam method, but the model for manual design is simplified. Reinforcement is designed for design values of internal forces from finite element method. Outcomes of calculations are building drawings of reinforcement, where the most exposed part, angled part, is solved. Also, tangential internal forces from bended reinforcement in every layer are solved there. Design and calculations were realized by current norms.
|
guest ::
