Given the floor plan and details below, please answer the requirements. The figure below shows a...

 

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Given the floor plan and details below, please answer the requirements. The figure below shows a floor plan of a structure that is aimed for recreational uses (stadiums and arena with fixed seats). The designer suggested to use light-weight concrete as a floor fill, and terrazzo (38mm) directly on the slab which is 200 mm thick. The Dimensions of the beams are listed in the table below. ITT Beam Width (mm) Depth (mm) Length (mm) B1 200 500 6000 B2 200 500 6000 ВЗ 200 500 6000 В4 300 450 3000 B5 300 450 3000 B6 300 400 3000 Using the ASCE live load and dead load tables, answer the following questions. 1) Draw the tributary area of beam B2. 2) Find the value of load acting on the slab. 3) Find the reactions of Beam B2. 4) Determine whether Beam B4 is a part of one-way slab or two-way slab systems. (Show calculations). 5) Find the reactions of Beam B6, and justify your answer. 6) Determine the loads that are carried by columns C1 and C2. 4 m 2@3m C1 B3 C2 B1 B5 2@3m Given the floor plan and details below, please answer the requirements. The figure below shows a floor plan of a structure that is aimed for recreational uses (stadiums and arena with fixed seats). The designer suggested to use light-weight concrete as a floor fill, and terrazzo (38mm) directly on the slab which is 200 mm thick. The Dimensions of the beams are listed in the table below. ITT Beam Width (mm) Depth (mm) Length (mm) B1 200 500 6000 B2 200 500 6000 ВЗ 200 500 6000 В4 300 450 3000 B5 300 450 3000 B6 300 400 3000 Using the ASCE live load and dead load tables, answer the following questions. 1) Draw the tributary area of beam B2. 2) Find the value of load acting on the slab. 3) Find the reactions of Beam B2. 4) Determine whether Beam B4 is a part of one-way slab or two-way slab systems. (Show calculations). 5) Find the reactions of Beam B6, and justify your answer. 6) Determine the loads that are carried by columns C1 and C2. 4 m 2@3m C1 B3 C2 B1 B5 2@3m

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CI 19 4 3 Bla 3 B3 C2 13 13 wall B8 A doading 17 Gleb Self wit 200 x24 48 Kalbor ... View the full answer