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STEP BY STEP USING SPACE GASS DESIGN PLATFORM
1.
STEP BY STEP
USING SPACE GASS SOFTWARE 1. INPUT UNITS
2.
2. INPUT NODES 3.
INPUT MEMBER
3.
4. INPUT SUPPORT
TYPE FFFFFF = FIX SUPPORT FFFRRR = PINNED SUPPORT 5. INPUT SECTION PROPERTIES
4.
6. INPUT MATERIAL
PROPERTIES 7. INPUT POINT LOAD
5.
8. INPUT MEMBER
LOAD 9. INPUT COLUMN USE WH 150
6.
Beam to Column
Pinned Connection Beam to Column Moment Connection
7.
Bracing Connection use
T 150 Support Reaction use pinned support no momment
8.
Support Reaction use
fixed Input member load 2 kN/m
9.
Input point load
-5 kN & -7.5kN Weak Axis on Column use Bracing
10.
11.
12.
13.
CHECK DISPLACEMENT, FOR
BEAM L/240 or L/360 and FOR COLUMN H/200 DEPENDENT CODES
14.
MEMBER MAXIMUM ACTUAL
< MEMBER MAXIMUM DESIGN (BENDING MOMENT + AXIAL COMPRESSION)
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