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National Repository of Grey Literature

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	Office Building - Design of Selected Parts of RC structures Zedník, Tomáš ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor) Entering the work is to assess the monolithic reinforced concrete ceiling supported locally in an office building. Solved ceiling located above 3NP, is rectangular in shape with dimensions 61,3x18,8m. The ceiling around the perimeter supported by reinforced concrete walls, columns in two rows, in the middle lengthwise strip are two staircases and several reinforcing walls. Near the walls, there are several openings for technical shafts. Above the ceiling is mostly offices and storage areas. Detailed record
	Reinforced concrete structure of a department store Kovalíková, Mária ; Kostiha, Vojtěch (referee) ; Šulák, Pavel (advisor) This thesis handles the design and assessment of reinforced concrete slabs store, especially the bending and punching, discusses the design cantilever beam. Input values of internal forces based on the calculation of Scia Engineer 2012 - Student version and are verified by summation of moments. Detailed record
	Office Building - Design of Selected Parts of RC structures Zedník, Tomáš ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor) Entering the work is to assess the monolithic reinforced concrete ceiling supported locally in an office building. Solved ceiling located above 3NP, is rectangular in shape with dimensions 61,3x18,8m. The ceiling around the perimeter supported by reinforced concrete walls, columns in two rows, in the middle lengthwise strip are two staircases and several reinforcing walls. Near the walls, there are several openings for technical shafts. Above the ceiling is mostly offices and storage areas. Detailed record
	Reinforced concrete structure of a department store Kovalíková, Mária ; Kostiha, Vojtěch (referee) ; Šulák, Pavel (advisor) This thesis handles the design and assessment of reinforced concrete slabs store, especially the bending and punching, discusses the design cantilever beam. Input values of internal forces based on the calculation of Scia Engineer 2012 - Student version and are verified by summation of moments. Detailed record

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