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

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)