|
|
Roof beam in the industry hall
Šnobltová, Simona ; Bobek, Lukáš (referee) ; Klusáček, Ladislav (advisor)
The bachelor’s thesis deals with the assessment of the existing roof girder in the industrial hall and subsequent outline of strengthening this construction. The girder is located in an industrial hall in Lanškroun and its original design is dated from 1998. Nowadays, cracks appear on the girder, therefore it is necessary to reassess it according to the current valid standards ČSN EN. The girder is appraised for the ultimate limit state, thus for bending and shear, and also for the serviceability limit state, thus for the pressure limit, width of cracks and transformation. Due to the fact, that not all assessments pass, hence a suitable structure strengthening with a MonoStrand prestressing strands is designed and the construction is reassessed again. For the control of a manual calculations of the internal forces on girder, was created a structural model in a program called Scia Engineer.
|
|
|
Residential Building
Šnobltová, Simona ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
The diploma thesis deals with the design of the load-bearing reinforced concrete structure of a new apartment building, which has four above-ground and one underground floor. First, the entire object was modeled in the Scia Engineer program, and then certain elements of the structure were selected, which were designed and assessed in more detail. A detailed analysis was carried out for two ceiling slabs (a slab above the underground floor and a slab of a typical floor), a pillar of the underground floor, a reinforced concrete staircase going from the first underground to the first above ground floor and a reinforced concrete basement wall.
|
|
|
Roof beam in the industry hall
Šnobltová, Simona ; Bobek, Lukáš (referee) ; Klusáček, Ladislav (advisor)
The bachelor’s thesis deals with the assessment of the existing roof girder in the industrial hall and subsequent outline of strengthening this construction. The girder is located in an industrial hall in Lanškroun and its original design is dated from 1998. Nowadays, cracks appear on the girder, therefore it is necessary to reassess it according to the current valid standards ČSN EN. The girder is appraised for the ultimate limit state, thus for bending and shear, and also for the serviceability limit state, thus for the pressure limit, width of cracks and transformation. Due to the fact, that not all assessments pass, hence a suitable structure strengthening with a MonoStrand prestressing strands is designed and the construction is reassessed again. For the control of a manual calculations of the internal forces on girder, was created a structural model in a program called Scia Engineer.
|
guest ::
