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