Metal constructions of the work site
- Added: 10.01.2022
- Size: 3 MB
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Description
Content
Initial data for design
Calculation of the secondary beam
Selection of the cross-section of the main beam
Checking the bearing capacity of the main beam
Change the cross-section of the main beam
Placement of transverse stiffeners
Checking the local stability of the beam elements
Checking the local stability of a compressed shelf
Checking the local stability of the wall
Calculation of belt welds
Strengthening the wall above the support
Mounting joint of the main beam
Define overlay parameters
Shelf joint
Wall joint
Column calculation
General. Design scheme
Selection of the cross-section of a solid centrally compressed column
Cross-section check of a solid centrally compressed column
Layout of the elements, section 1-1, section 2-2
Column head calculation
Calculation of the column base
Project's Content
6.pdf
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2.pdf
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3.pdf
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4.pdf
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5.pdf
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mk.dwg
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1.pdf
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металлы.docx
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Additional information
Contents
Design Input
Calculation of secondary beam
Main Beam Calculation
To Match a Main Beam Section
Check of main beam bearing capacity
Changing the Section of the Main Beam
Arrangement of transverse stiffening ribs
Check of local stability of beam elements
Check local stability of compressed shelf
Check of local wall stability
Calculation of waist welds
Reinforcement of the wall above the support
Main beam mounting joint
Define overlay settings
Junction of shelves
Wall joint
Column Calculation
General provisions. Calculation diagram
Fitting a Section of a Solid Centrally Compressed Column
Check cross section of a solid centrally compressed column Error! Bookmark Not
defined
Column tip calculation Error! Bookmark is not defined
Calculation of column base
Design Input Job
Site dimensions in plan 31 × 31
Pitch of columns in longitudinal direction b = 14.4 m
Column spacing in transverse direction l = 5.6 m
Pitch of secondary beams a = 1.2 m
Constant load (standard) gn = 13.3 kPa.
Time load (normative) pn = 19.3 kPa.
Top elevation of structures Hup = 8.8 m.
Bottom elevation of structures Hlow = 7.16 m.
Type of columns - through
Installation joint of the main beam - on high-strength bolts M24, 40X "select"
Foundation material - concrete of strength class B25
Structural material - steel C375
Mating a secondary beam with the main beam
Methods and Types of Mating Secondary Beams with Main
Two methods of coupling secondary beams with the main one are possible: hinge and rigid. There are three types of beam fillet: storey, in the same level and lowered.
Floor mating of secondary beams with the main
Floor mating is usually limited to designing without calculating bolted or welded joints.
mk.dwg
