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STEP BY STEP USING SPACE GASS DESIGN PLATFORM

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STEP BY STEP USING SPACE GASS DESIGN PLATFORM

  1. 1. STEP BY STEP USING SPACE GASS SOFTWARE 1. INPUT UNITS
  2. 2. 2. INPUT NODES 3. INPUT MEMBER
  3. 3. 4. INPUT SUPPORT TYPE FFFFFF = FIX SUPPORT FFFRRR = PINNED SUPPORT 5. INPUT SECTION PROPERTIES
  4. 4. 6. INPUT MATERIAL PROPERTIES 7. INPUT POINT LOAD
  5. 5. 8. INPUT MEMBER LOAD 9. INPUT COLUMN USE WH 150
  6. 6. Beam to Column Pinned Connection Beam to Column Moment Connection
  7. 7. Bracing Connection use T 150 Support Reaction use pinned support no momment
  8. 8. Support Reaction use fixed Input member load 2 kN/m
  9. 9. Input point load -5 kN & -7.5kN Weak Axis on Column use Bracing
  10. 10. CHECK DISPLACEMENT, FOR BEAM L/240 or L/360 and FOR COLUMN H/200 DEPENDENT CODES
  11. 11. MEMBER MAXIMUM ACTUAL < MEMBER MAXIMUM DESIGN (BENDING MOMENT + AXIAL COMPRESSION)

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