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Design of a Steel Building in Seismic Area

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UNIVERSITY OF SALERNO

Design of Steel Structures - a.y. 2019/20 Prof. V. Piluso - Eng. M. Latour

Homework

Design of a Steel Building in Seismic Area

Plan view

Span: 4.5 0.18 0.05

Storey Heights: 3.5 0.13 0.08 0.4 N° of storeys: 4 1.2| |

Structural typology:

!"! " # $ % ⟦"' ( ) * 12⟧

, - "-%../ 0 %- $ % ⟦"' 12 1 ( ) * 15⟧

2-- "-%../ 0 %- $ % ⟦"' ( ) 3 15⟧

Floor Decking: SAND55/600 or equivalent Loads:

!" "%. %- "4" " ! ⟦"' ( ) * 13⟧

5''"- ⟦"' ( ) 3 13⟧

6" , ! 8 % ! "! "- %- " !: :%! ℎ ℎ%<% % ! ' $"!-"% ( =, 18)

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Assignment - 1 Elevation

Required documents:

A1. Design Report of:

1) the composite floor;

2) the main and secondary beams;

3) the assigned frame with joints;

A2. Technical sketch of the floor;

A3. Technical sketch of the Frame with details of the designed connections.

(3)

Assignment - 2 Elevation

Required documents:

A1. Design Report of:

1) the composite floor;

2) the main and secondary beams;

3) the assigned frame with joints;

A2. Technical sketch of the floor;

A3. Technical sketch of the Frame with details of the designed connections.

(4)

Assignment - 3 Elevation

Required documents:

A1. Design Report of:

1) the composite floor;

2) the main and secondary beams;

3) the assigned frame with joints;

A2. Technical sketch of the floor;

A3. Technical sketch of the Frame with details of the designed connections.

Riferimenti

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