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STAAD - Pro Report: Job Information

This document summarizes the results of a structural analysis for a plane frame structure with 4 nodes and 3 beams. It provides details on the load cases, material properties, section properties, supports, applied loads, and results, including deflection, bending moment, and shear force diagrams. The analysis was performed using STAAD.Pro software to check the design.

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Jakka hitheshini
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55 views4 pages

STAAD - Pro Report: Job Information

This document summarizes the results of a structural analysis for a plane frame structure with 4 nodes and 3 beams. It provides details on the load cases, material properties, section properties, supports, applied loads, and results, including deflection, bending moment, and shear force diagrams. The analysis was performed using STAAD.Pro software to check the design.

Uploaded by

Jakka hitheshini
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as DOCX, PDF, TXT or read online on Scribd
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STAAD.

Pro Report
To: From:

Copy to: Date: Ref:


3/10/19 ca/ Document1
02:30:00

Job Information

Engineer Checked Approved


Name:
Date: 3-oct-2019

Structure Type PLANE FRAME

Number of Nodes 4 Highest Node 4


Number of Elements 3 Highest Beam 3

Number of Basic Load Cases -2


Number of Combination Load Cases 0

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 LOAD CASE 1

Nodes
X Y Z
Node
(m) (m) (m)
1 0.000 0.000 0.000
2 0.000 4.000 0.000
3 5.000 4.000 0.000
4 5.000 0.000 0.000

Beams
Length 
Beam Node A Node B Property
(m) (degrees)
1 1 2 4.000 1 0
2 2 3 5.000 1 0
3 3 4 4.000 1 0

Section Properties

11/11/2019
Area Iyy Izz J
Prop Section Material
(cm2) (cm4) (cm4) (cm4)
1 Rect 0.38x0.23 874.000 38.5E 3 105E 3 96E 3 CONCRETE

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

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

1 LOAD CASE 1 : Node Loads


FX FY FZ MX MY MZ
Node
(kN) (kN) (kN) (kNm) (kNm) (kNm)
2 - -40.000 - - - -
3 - -40.000 - - - -

1 LOAD CASE 1 : Beam Loads


Da Ecc.
Beam Type Direction Fa Fb Db
(m) (m)
2 UNI kN/m GY -50.000 - - - -

11/11/2019
RESULTS:-

Deflection Diagram:

Bending Moment Diagram:-

11/11/2019
Shear Force Diagram:-

Design Report:-

11/11/2019

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