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

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