Stability 3 walls_and_a_slab_solution_to_question_1
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The document provides information about the loads and structure of a building with 3 load-bearing walls and a slab to conduct structural analysis. It includes assumptions about loads from self-weight, walls, and wind/snow, as well as requesting analysis of vertical loads on an element, horizontal loads on the facade, and horizontal loads on the gable. Structural functions of the slab, beams, columns, shear, and tie rods are identified. Calculations of the largest shear forces between slab and wall elements in kN/m are also requested.
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![Stability
Example: Part og building with 3 loadbearing walls and a slab
Assumptions:
Loads
5,00 kN/m2
2
Concrete walls 200 mm (25kN/m )
2,90 kN/m2
Slab prefab. elements 185 mm
Horizontal design wind action: (pressure + suction) 1,90kN/m2
Design snow action 0,99 kN/m2
1)
Make a structural analysis based on the above shown construction for the 3 action
combinations:
Vertcal actions (on element T2)
Horizontal actions on facade (on element F2)
Horizontal actions on gable (on element G2)
Required functions:
Slab function: [SF]
Beam function: [BF]
Column function: [CF]
Shear function: [SHF]
Tie Rod function: [TRF]
2)
Calculate the biggest design shearforces between slab and wall elements in kN/m
VIA – Structural design - pc – S2011 1](https://image.slidesharecdn.com/stability3wallsandaslabsolutiontoquestion1-110308143613-phpapp01/85/Stability-3-walls_and_a_slab_solution_to_question_1-1-320.jpg)
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Design and analasys of a g+3 residential building using staad
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- 1. Stability Example: Part og building with 3 loadbearing walls and a slab Assumptions: Loads 5,00 kN/m2 2 Concrete walls 200 mm (25kN/m ) 2,90 kN/m2 Slab prefab. elements 185 mm Horizontal design wind action: (pressure + suction) 1,90kN/m2 Design snow action 0,99 kN/m2 1) Make a structural analysis based on the above shown construction for the 3 action combinations: Vertcal actions (on element T2) Horizontal actions on facade (on element F2) Horizontal actions on gable (on element G2) Required functions: Slab function: [SF] Beam function: [BF] Column function: [CF] Shear function: [SHF] Tie Rod function: [TRF] 2) Calculate the biggest design shearforces between slab and wall elements in kN/m VIA – Structural design - pc – S2011 1
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