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3M Beam Results-1

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Job No Sheet No Rev

1
Part
Software licensed to al faris
Job Title Ref

By Date28-Mar-22 Chd

Client File UC305x305x118-3m.std Date/Time 28-Mar-2022 12:18

Job Information
Engineer Checked Approved

Name:
Date: 28-Mar-22

Structure Type SPACE FRAME

Number of Nodes 2 Highest Node 2


Number of Elements 1 Highest Beam 1

Number of Basic Load Cases 2


Number of Combination Load Cases 4

Included in this printout are data for:


All The Whole Structure

Included in this printout are results for load cases:


Type L/C Name

Primary 1 SELF WEIGHT


Primary 2 IMPOSED
Combination 3 Generated AISC GENERAL 1
Combination 4 Generated AISC GENERAL 2
Combination 5 Generated AISC GENERAL 3
Combination 6 Generated AISC GENERAL 4

Nodes
Node X Y Z
(m) (m) (m)
1 0.000 0.000 0.000
2 3.000 0.000 0.000

Beams
Beam Node A Node B Length Property 
(m) (degrees)
1 1 2 3.000 1 0

Section Properties
Prop Section Area Iyy Izz J Material
(cm2) (cm4) (cm4) (cm4)
1 UC305X305X118 150.000 9.06E+3 27.7E+3 161.038 STEEL

Print Time/Date: 28/03/2022 13:01 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 1 of 3
Job No Sheet No Rev
2
Part
Software licensed to al faris
Job Title Ref

By Date28-Mar-22 Chd

Client File UC305x305x118-3m.std Date/Time 28-Mar-2022 12:18

Materials
Mat Name E  Density 
(kN/mm2) (kg/m3) (/°C)
1 STEEL 205.000 0.300 7.83E+3 12E -6
2 STAINLESSSTEEL 197.930 0.300 7.83E+3 18E -6
3 ALUMINUM 68.948 0.330 2.71E+3 23E -6
4 CONCRETE 21.718 0.170 2.4E+3 10E -6

Supports
Node X Y Z rX rY rZ
(kN/mm) (kN/mm) (kN/mm) (kN-m/deg) (kN-m/deg) (kN-m/deg)
1 Fixed Fixed Fixed - - -
2 Fixed Fixed Fixed - - -

Releases
There is no data of this type.

Primary Load Cases


Number Name Type

1 SELF WEIGHT Dead


2 IMPOSED Live

Combination Load Cases


Comb. Combination L/C Name Primary Primary L/C Name Factor

3 Generated AISC GENERAL 1 1 SELF WEIGHT 1.00


4 Generated AISC GENERAL 2 1 SELF WEIGHT 1.00
2 IMPOSED 1.00
5 Generated AISC GENERAL 3 1 SELF WEIGHT 1.00
2 IMPOSED 0.75
6 Generated AISC GENERAL 4 1 SELF WEIGHT 0.60

Load Generators
There is no data of this type.

1 SELF WEIGHT : Selfweight


Direction Factor Assigned Geometry

Y -1.000 1

Print Time/Date: 28/03/2022 13:01 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 2 of 3
Job No Sheet No Rev
3
Part
Software licensed to al faris
Job Title Ref

By Date28-Mar-22 Chd

Client File UC305x305x118-3m.std Date/Time 28-Mar-2022 12:18

2 IMPOSED : Beam Loads


Beam Type Direction Fa Da Fb Db Ecc.
(m) (m)
1 CON kN GY -490.000 1.500 - - 0.000

Print Time/Date: 28/03/2022 13:01 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 3 of 3

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