Structure Calculation For Iriga Factory In South Manila
Structure calculation information Structure type: portal frame light housing steel structure Design specification: calculated according to technical specification for steel structure of light housing with portal frame (GB 51022-2015)
Product Introduction
CBC has completed the Iriga Project, which is located in the southern part of Manila in early 2019 and is a steel structure project with specific specifications and clear usage. The overall dimensions of the project are 66 meters in length, 18 to 24 meters in width, and 7.8 meters in height. It is equipped with a 5-meter-high, 5-ton European standard crane to meet the operational needs of the project. Notably, the project does not include wall panels, doors or windows, as it is specifically used for the production of precast cement panels.
In terms of design standards, the project adopts strict requirements to adapt to the local environment: the design wind speed reaches 270 kph, and it is designed to resist 8-degree earthquakes, ensuring the safety and stability of the steel structure under extreme weather and geological conditions. In the design and calculation stage, CBC used 3D3S software to conduct detailed structural calculations and compile a comprehensive structural analysis report. The report was then submitted to a qualified local designer for review and approval, fully complying with local construction standards and regulations, which fully reflects CBC's professional strength and rigorous attitude in overseas steel structure projects.
Below is one part of the whole structure analysis for reference.
I. design basis
Load code for building structures (GB 50009-2012);
Code for seismic design of buildings (GB 50011-2010);
Code for steel structure design (GB 50017-2003);
Technical specification for steel structure of light housing with portal frame (GB 51022-2015);
Computing software information:
This engineering calculation software is PKPM steel structure design software (version 10 V3.1.5- September 9, 2016).
The calculation date is 14:13:41 seconds on 17 July 2019.
Schematic diagram of structure calculation
FIG. 1-1 schematic diagram of structure
Structure calculation information
Structure type: portal frame light housing steel structure
Design specification: calculated according to technical specification for steel structure of light housing with portal frame (GB 51022-2015)
Structural importance coefficient: 1.00
Total number of nodes: 9
Column count: 4
Liang: 4
Bearing constraint number: 2
Total number of standard sections: 4
Calculation information of live load: unfavorable arrangement of live load is considered
Wind load calculation information: calculate wind load
Steel: Q345
Beam and column deadweight calculation information: beam and column deadweight calculation
Axial deformation of column under constant load: consider
Calculation increase coefficient of beam and column dead weight: 1.10
Beam stiffness increase factor: 1.00
Net section area and gross section area ratio of steel structure: 0.95
The overall stability of portal frame beam in plane is checked according to bending member
The program automatically determines the allowable slenderness ratio
Allowable flexural span ratio of steel beam (constant + live) : l /180
Allowable horizontal displacement of column top/column height: l /60
Seismic impact coefficient value basis: 10 anti-gauge (2010 edition)
Seismic action calculation: calculate horizontal seismic action
Calculate mode number: 3
Earthquake intensity: 7.00
Category: in-situ soil Ⅱ class
Number of additional weight nodes: 0
Designed seismic grouping: group 1
Periodic reduction coefficient :0.80
Seismic force calculation method: mode decomposition method
Structural damping ratio: 0.050
According to gb50011-2010 seismic effect enlargement coefficient :1.000
Basic structure information
The node coordinates
|
Node number |
X |
Y |
Node number |
X |
Y |
|
1 |
0.00 |
5.00 |
2 |
18.00 |
5.00 |
|
3 |
2.30 |
7.27 |
4 |
20.30 |
7.27 |
|
5 |
0.00 |
7.50 |
6 |
18.00 |
7.50 |
|
7 |
9.00 |
8.40 |
8 |
0.00 |
0.00 |
|
9 |
18.00 |
0.00 |
Column number associated
|
Column no. |
Node Ι |
Node Π |
Column no. |
Node Ι |
Node Π |
|
1 |
8 |
1 |
2 |
9 |
2 |
|
3 |
1 |
5 |
4 |
2 |
6 |
Beam correlation,
|
Beam is no. |
Node Ι |
Node Π |
Beam is no. |
Node Ι |
Node Π |
|
1 |
3 |
5 |
2 |
5 |
7 |
|
3 |
6 |
4 |
4 |
7 |
6 |
Eccentric column joints (m)
|
Node number |
Eccentric column value |
Node number |
Eccentric column value |
Node number |
Eccentric column value |
|
1 |
0.000 |
2 |
0.000 |
3 |
0.000 |
|
4 |
0.000 |
5 |
0.000 |
6 |
0.000 |
|
7 |
0.000 |
8 |
0.000 |
9 |
0.000 |
Standard section information
|
Cross section no. |
Cross section information |
|
1 |
Welding combination H section: Tw B2 B1 H * * * * T1 * T2 = 400 * 250 * 250 * 6 * 10 * 10 |
|
2 |
H deformation section: B2 B1 (H1 and H2) * * * Tw * T1 * T2 = (600 ~ 300) * 200 * 200 * 6 * 10 * 10 |
|
3 |
Welding combination H section: Tw B2 B1 H * * * * T1 * T2 = 200 * 200 * 200 * 6 * 8 * 8 |
|
4 |
H deformation section: B2 B1 (H1 and H2) * * * Tw * T1 * T2 = (300 ~ 600) * 200 * 200 * 6 * 10 * 10 |
Column layout section number, constraint information, section layout Angle
|
Column no. |
Standard section number |
The constraint information |
Section arrangement Angle |
|
1 |
1 |
Just pick up on both ends |
0 |
|
2 |
1 |
Just pick up on both ends |
0 |
|
3 |
1 |
Just pick up on both ends |
0 |
|
4 |
1 |
Just pick up on both ends |
0 |
Beam layout section number, constraint information
|
Beam is no. |
Standard section number |
The constraint information |
|
1 |
3 |
Just pick up on both ends |
|
2 |
2 |
Just pick up on both ends |
|
3 |
3 |
Just pick up on both ends |
|
4 |
4 |
Just pick up on both ends |
Cross section features
|
Cross section no. |
Xc (mm) |
Yc (mm). |
Ix (cm4) |
Iy (cm4) |
A (cm2) |
|
1 |
125.0 |
200.0 |
21760.3 |
2604.9 |
72.8 |
|
2 |
100.0 |
225.0 |
23338.7 |
1334.1 |
65.8 |
|
3 |
100.0 |
100.0 |
3262.3 |
1067.0 |
43.0 |
|
4 |
100.0 |
225.0 |
23338.7 |
1334.1 |
65.8 |
Cross section features
|
Cross section no. |
Ix (cm) |
Iy (cm) |
W1x (cm3) |
W2x (cm3) |
W1y (cm3) |
W2y (cm3) |
|
1 |
17.3 |
6.0 |
1088.0 |
1088.0 |
208.4 |
208.4 |
|
2 |
18.8 |
4.5 |
1037.3 |
1037.3 |
133.4 |
133.4 |
|
3 |
8.7 |
5.0 |
326.2 |
326.2 |
106.7 |
106.7 |
|
4 |
18.8 |
4.5 |
1037.3 |
1037.3 |
133.4 |
133.4 |
Combination of load and effect
Load table under each single working condition
The node load
|
Working condition |
Node number |
Bending moment |
Vertical force |
Horizontal force |
|
-- |
-- |
-- |
-- |
-- |
The column load
|
Working condition |
Column no. |
The load type |
The load value |
Load parameter 1 |
Load parameter 2 |
|
Left the wind 1 |
1 |
1 |
3.30 |
0.00 |
0.00 |
| 2 |
1 |
3.30 |
0.00 |
0.00 |
|
| 3 |
1 |
3.30 |
0.00 |
0.00 |
|
| 4 |
1 |
3.30 |
0.00 |
0.00 |
|
|
1 the right wind |
1 |
1 |
9.90 |
0.00 |
0.00 |
| 2 |
1 |
3.30 |
0.00 |
0.00 |
|
| 3 |
1 |
3.30 |
0.00 |
0.00 |
|
| 4 |
1 |
3.30 |
0.00 |
0.00 |
|
|
The left 2 wind |
1 |
1 |
3.30 |
0.00 |
0.00 |
| 2 |
1 |
3.30 |
0.00 |
0.00 |
|
| 3 |
1 |
3.30 |
0.00 |
0.00 |
|
| 4 |
1 |
3.30 |
0.00 |
0.00 |
|
|
2 the right wind |
1 |
1 |
9.90 |
0.00 |
0.00 |
| 2 |
1 |
3.30 |
0.00 |
0.00 |
|
| 3 |
1 |
3.30 |
0.00 |
0.00 |
|
| 4 |
1 |
3.30 |
0.00 |
0.00 |
Beam load
|
Working condition |
For several |
The number of load |
The load type |
The load value of 1 |
Load parameter 1 |
The load value 2 |
Load parameter 2 |
|
The constant load |
1 |
1 |
1 |
1.20 |
0.00 |
0.00 |
0.00 |
| 1 |
1 |
1 |
1.20 |
0.00 |
0.00 |
0.00 |
|
| 1 |
1 |
1 |
1.20 |
0.00 |
0.00 |
0.00 |
|
| 1 |
1 |
1 |
1.20 |
0.00 |
0.00 |
0.00 |
|
|
Live load |
1 |
1 |
1 |
1.80 |
0.00 |
0.00 |
0.00 |
| 1 |
1 |
1 |
1.80 |
0.00 |
0.00 |
0.00 |
|
| 1 |
1 |
1 |
1.80 |
0.00 |
0.00 |
0.00 |
|
| 1 |
1 |
1 |
1.80 |
0.00 |
0.00 |
0.00 |
|
|
Left the wind 1 |
1 |
1 |
1 |
7.92 |
0.00 |
0.00 |
0.00 |
| 1 |
1 |
1 |
7.92 |
0.00 |
0.00 |
0.00 |
|
| 1 |
1 |
1 |
6.60 |
0.00 |
0.00 |
0.00 |
|
| 1 |
1 |
1 |
6.60 |
0.00 |
0.00 |
0.00 |
|
|
1 the right wind |
1 |
1 |
1 |
6.60 |
0.00 |
0.00 |
0.00 |
| 1 |
1 |
1 |
6.60 |
0.00 |
0.00 |
0.00 |
|
| 1 |
1 |
1 |
3.30 |
0.00 |
0.00 |
0.00 |
|
| 1 |
1 |
1 |
6.60 |
0.00 |
0.00 |
0.00 |
|
|
The left 2 wind |
1 |
1 |
1 |
2.64 |
0.00 |
0.00 |
0.00 |
| 1 |
1 |
1 |
2.64 |
0.00 |
0.00 |
0.00 |
|
| 1 |
1 |
1 |
7.92 |
0.00 |
0.00 |
0.00 |
|
| 1 |
1 |
1 |
7.92 |
0.00 |
0.00 |
0.00 |
|
|
2 the right wind |
1 |
1 |
1 |
7.92 |
0.00 |
0.00 |
0.00 |
| 1 |
1 |
1 |
7.92 |
0.00 |
0.00 |
0.00 |
|
| 1 |
1 |
1 |
2.64 |
0.00 |
0.00 |
0.00 |
|
| 1 |
1 |
1 |
2.64 |
0.00 |
0.00 |
0.00 |
Crane 1
|
project |
node |
node |
|
Crane connection node number |
1 |
2 |
|
Vertical load of each node generated by the maximum wheel pressure on the left (Dmax is on the left of the span) |
181.430 |
56.390 |
|
Vertical load of each node generated by the maximum wheel pressure on the right (Dmax on the right) |
56.390 |
181.430 |
|
Vertical load of each node generated by the maximum wheel pressure of empty car on the left (Wmax is on the left of the span) |
0.000 |
0.000 |
|
Vertical load of each node generated by the maximum wheel pressure of empty car on the right side (Wmax is on the right side of the span) |
0.000 |
0.000 |
|
Vertical eccentricity between vertical load of crane and joints (m) |
0.500 |
0.500 |
|
Maximum horizontal force (Tmax) generated by horizontal brake force of crane at each node |
5.002 |
5.002 |
|
Vertical distance between transverse horizontal load of crane and each node (m) |
0.800 |
0.800 |
|
The effect adjustment coefficient considering space work and torsion effect |
1.000 |
|
|
Seismic shear force and increasing coefficient of bending moment caused by crane bridge |
1.000 |
|
|
Crane bridge weight |
141.221 |
|
|
Reduction coefficient of combined load of single span crane |
1.000 |
|
|
Reduction coefficient of combined load of two span cranes |
1.000 |
|
Combination of load effects
(1) basic combination of column internal forces
|
The basic combination of column internal forces |
|
|
(1)1.35 constant +0.98 active 1 |
(2)1.35 constant +0.98 active 2 |
|
(3)1.35 constant +0.98 active 3 |
(4)1.35 constant +0.98 active 4 |
|
(5)1.2 constant +1.4 active 1 |
(6)1.2 constant +1.4 active 2 |
|
(7)1.2 constant +1.4 active 3 |
(8)1.2 constant +1.4 live 4 |
|
(9)1.0 constant +1.4 live 1 |
(10)1.0 constant +1.4 live 2 |
|
(11)1.0 constant +1.4 live 3 |
(12)1.0 constant +1.4 live 4 |
|
1.2 constant +1.4 left wind 1 |
1.2 constant +1.4 right wind 1 |
|
1.2 constant +1.4 left wind 2 |
1.2 constant +1.4 right wind 2 |
|
1.0 constant +1.4 left wind 1 |
1.0 constant +1.4 right wind 1 |
|
1.0 constant +1.4 left wind 2 |
1.0 constant +1.4 right wind 2 |
|
(21)1.2 constant +1.4 live 1+0.84 left wind 1 |
1.2 constant +1.4 live 1+0.84 right wind 1 |
|
1.2 constant +1.4 live 1+0.84 left wind 2 |
1.2 constant +1.4 live 1+0.84 right wind 2 |
|
1.2 constant +1.4 live 2+0.84 left wind 1 |
1.2 constant +1.4 live 2+0.84 right wind 1 |
|
1.2 constant +1.4 live 2+0.84 left wind 2 |
1.2 constant +1.4 live 2+0.84 right wind 2 |
|
1.2 constant +1.4 live 3+0.84 left wind 1 |
1.2 constant +1.4 live 3+0.84 right wind 1 |
|
1.2 constant +1.4 live 3+0.84 left wind 2 |
1.2 constant +1.4 live 3+0.84 right wind 2 |
|
(33)1.2 constant +1.4 live 4+0.84 left wind 1 |
1.2 constant +1.4 live 4+0.84 right wind 1 |
|
1.2 constant +1.4 live 4+0.84 left wind 2 |
1.2 constant +1.4 live 4+0.84 right wind 2 |
|
1.0 constant +1.4 live 1+0.84 left wind 1 |
1.0 constant +1.4 live 1+0.84 right wind 1 |
|
1.0 constant +1.4 live 1+0.84 left wind 2 |
1.0 constant +1.4 live 1+0.84 right wind 2 |
|
1.0 constant +1.4 live 2+0.84 left wind 1 |
1.0 constant +1.4 live 2+0.84 right wind 1 |
|
1.0 constant +1.4 live 2+0.84 left wind 2 |
1.0 constant +1.4 live 2+0.84 right wind 2 |
|
1.0 constant +1.4 live 3+0.84 left wind 1 |
1.0 constant +1.4 live 3+0.84 right wind 1 |
|
1.0 constant +1.4 live 3+0.84 left wind 2 |
1.0 constant +1.4 live 3+0.84 right wind 2 |
|
1.0 constant +1.4 live 4+0.84 left wind 1 |
1.0 constant +1.4 live 4+0.84 right wind 1 |
|
1.0 constant +1.4 live 4+0.84 left wind 2 |
1.0 constant +1.4 live 4+0.84 right wind 2 |
|
1.2 constant +0.98 live 1+1.4 left wind 1 |
1.2 constant +0.98 live 1+1.4 right wind 1 |
|
1.2 constant +0.98 live 1+1.4 left wind 2 |
1.2 constant +0.98 live 1+1.4 right wind 2 |
|
1.2 constant +0.98 live 2+1.4 left wind 1 |
1.2 constant +0.98 live 2+1.4 right wind 1 |
|
1.2 constant +0.98 live 2+1.4 left wind 2 |
1.2 constant +0.98 live 2+1.4 right wind 2 |
|
1.2 constant +0.98 live 3+1.4 left wind 1 |
1.2 constant +0.98 live 3+1.4 right wind 1 |
|
1.2 constant +0.98 live 3+1.4 left wind 2 |
1.2 constant +0.98 live 3+1.4 right wind 2 |
|
1.2 constant +0.98 live 4+1.4 left wind 1 |
1.2 constant +0.98 live 4+1.4 right wind 1 |
|
1.2 constant +0.98 live 4+1.4 left wind 2 |
1.2 constant +0.98 live 4+1.4 right wind 2 |
|
1.0 constant +0.98 live 1+1.4 left wind 1 |
1.0 constant +0.98 live 1+1.4 right wind 1 |
|
1.0 constant +0.98 live 1+1.4 left wind 2 |
1.0 constant +0.98 live 1+1.4 right wind 2 |
|
1.0 constant +0.98 live 2+1.4 left wind 1 |
1.0 constant +0.98 live 2+1.4 right wind 1 |
|
1.0 constant +0.98 live 2+1.4 left wind 2 |
1.0 constant +0.98 live 2+1.4 right wind 2 |
|
1.0 constant +0.98 live 3+1.4 left wind 1 |
1.0 constant +0.98 live 3+1.4 right wind 1 |
|
1.0 constant +0.98 live 3+1.4 left wind 2 |
1.0 constant +0.98 live 3+1.4 right wind 2 |
|
1.0 constant +0.98 live 4+1.4 left wind 1 |
1.0 constant +0.98 live 4+1.4 right wind 1 |
|
1.0 constant +0.98 live 4+1.4 left wind 2 |
1.0 constant +0.98 live 4+1.4 right wind 2 |
|
1.2 constant +0.6 live 1+1.3 left earthquake |
1.2 constant +0.6 live 1+1.3 right earthquake |
|
1.2 constant +0.6 live 2+1.3 left earthquake |
1.2 constant +0.6 live 2+1.3 right earthquake |
|
1.2 constant +0.6 live 3+1.3 left earthquake |
1.2 constant +0.6 live 3+1.3 right earthquake |
|
1.2 constant +0.6 live 4+1.3 left earthquake |
1.2 constant +0.6 live 4+1.3 right earthquake |
|
1.0 constant +0.5 live 1+1.3 left earthquake |
1.0 constant +0.5 live 1+1.3 right earthquake |
|
1.0 constant +0.5 live 2+1.3 left earthquake |
1.0 constant +0.5 live 2+1.3 right earthquake |
|
1.0 constant +0.5 live 3+1.3 left earthquake |
1.0 constant +0.5 live 3+1.3 right earthquake |
|
1.0 constant +0.5 live 4+1.3 left earthquake |
1.0 constant +0.5 live 4+1.3 right earthquake |
|
1.2 constant +1.4 hoisting 1 |
1.2 constant +1.4 crane 2 |
|
1.2 constant +1.4 crane 3 |
1.2 constant +1.4 hoisting 4 |
|
1.2 constant +1.4 hoisting 5 |
1.2 constant +1.4 crane 6 |
|
1.2 constant +1.4 crane 7 |
1.2 constant +1.4 crane 8 |
|
1.0 constant +1.4 hoisting 1 |
1.0 constant +1.4 crane 2 |
|
1.0 constant +1.4 hoisting 3 |
1.0 constant +1.4 hoisting 4 |
|
1.0 constant +1.4 crane 5 |
1.0 constant +1.4 hoisting 6 |
|
1.0 constant +1.4 crane 7 |
1.0 constant +1.4 crane 8 |
|
1.2 constant +0.98 live 1+1.4 hanging 1 |
1.2 constant +0.98 live 1+1.4 hanging 7 |
|
1.2 constant +0.98 live 2+1.4 hanging 2 |
1.2 constant +0.98 live 2+1.4 crane 8 |
|
1.2 constant +0.98 live 3+1.4 hanging 3 |
1.2 constant +0.98 live 3+1.4 hanging 4 |
|
1.2 constant +0.98 live 4+1.4 hanging 5 |
1.2 constant +0.98 live 4+1.4 crane 6 |
|
1.0 constant +0.98 live 1+1.4 hanging 1 |
1.0 constant +0.98 live 1+1.4 crane 7 |
|
1.0 constant +0.98 live 2+1.4 hanging 2 |
1.0 constant +0.98 live 2+1.4 crane 8 |
|
1.0 constant +0.98 live 3+1.4 hanging 3 |
1.0 constant +0.98 live 3+1.4 hanging 4 |
|
1.0 constant +0.98 live 4+1.4 hanging 5 |
1.0 constant +0.98 live 4+1.4 hanging 6 |
|
1.2 constant +1.4 live 1+0.98 hanging 1 |
1.2 constant +1.4 live 1+0.98 crane 7 |
|
1.2 constant +1.4 live 2+0.98 crane 2 |
1.2 constant +1.4 live 2+0.98 crane 8 |
|
1.2 constant +1.4 live 3+0.98 crane 3 |
1.2 constant +1.4 live 3+0.98 crane 4 |
|
1.2 constant +1.4 live 4+0.98 crane 5 |
1.2 constant +1.4 live 4+0.98 crane 6 |
|
1.0 constant +1.4 live 1+0.98 hanging 1 |
1.0 constant +1.4 live 1+0.98 crane 7 |
|
1.0 constant +1.4 live 2+0.98 crane 2 |
1.0 constant +1.4 live 2+0.98 crane 8 |
|
1.0 constant +1.4 live 3+0.98 crane 3 |
1.0 constant +1.4 live 3+0.98 crane 4 |
|
1.0 constant +1.4 live 4+0.98 crane 5 |
1.0 constant +1.4 live 4+0.98 crane 6 |
|
1.2 constant +0.98 live 1+0.84 left wind 1+1.4 hanging 1 |
1.2 constant +0.98 live 1+0.84 left wind 1+1.4 hanging 7 |
|
1.2 constant +0.98 live 1+0.84 right wind 1+1.4 hanging 1 |
1.2 constant +0.98 live 1+0.84 right wind 1+1.4 hanging 7 |
|
1.2 constant +0.98 live 1+0.84 left wind 2+1.4 hanging 1 |
1.2 constant +0.98 live 1+0.84 left wind 2+1.4 hanging 7 |
|
1.2 constant +0.98 live 1+0.84 right wind 2+1.4 hanging 1 |
1.2 constant +0.98 live 1+0.84 right wind 2+1.4 hanging 7 |
|
1.2 constant +0.98 live 2+0.84 left wind 1+1.4 hanging 2 |
1.2 constant +0.98 live 2+0.84 left wind 1+1.4 hanging 8 |
|
1.2 constant +0.98 live 2+0.84 right wind 1+1.4 hanging 2 |
1.2 constant +0.98 live 2+0.84 right wind 1+1.4 hanging 8 |
|
1.2 constant +0.98 live 2+0.84 left wind 2+1.4 hanging 2 |
1.2 constant +0.98 live 2+0.84 left wind 2+1.4 hanging 8 |
|
1.2 constant +0.98 live 2+0.84 right wind 2+1.4 hanging 2 |
1.2 constant +0.98 live 2+0.84 right wind 2+1.4 hanging 8 |
|
1.2 constant +0.98 live 3+0.84 left wind 1+1.4 hanging 3 |
1.2 constant +0.98 live 3+0.84 left wind 1+1.4 hanging 4 |
|
1.2 constant +0.98 live 3+0.84 right wind 1+1.4 hanging 3 |
1.2 constant +0.98 live 3+0.84 right wind 1+1.4 hanging 4 |
|
1.2 constant +0.98 live 3+0.84 left wind 2+1.4 hanging 3 |
1.2 constant +0.98 live 3+0.84 left wind 2+1.4 hanging 4 |
|
1.2 constant +0.98 live 3+0.84 right wind 2+1.4 hanging 3 |
1.2 constant +0.98 live 3+0.84 right wind 2+1.4 hanging 4 |
|
1.2 constant +0.98 live 4+0.84 left wind 1+1.4 hanging 5 |
1.2 constant +0.98 live 4+0.84 left wind 1+1.4 hanging 6 |
|
1.2 constant +0.98 live 4+0.84 right wind 1+1.4 hanging 5 |
1.2 constant +0.98 live 4+0.84 right wind 1+1.4 hanging 6 |
|
1.2 constant +0.98 live 4+0.84 left wind 2+1.4 crane 5 |
1.2 constant +0.98 live 4+0.84 left wind 2+1.4 hanging 6 |
|
1.2 constant +0.98 live 4+0.84 right wind 2+1.4 hanging 5 |
1.2 constant +0.98 live 4+0.84 right wind 2+1.4 hanging 6 |
|
1.0 constant +0.98 live 1+0.84 left wind 1+1.4 hanging 1 |
1.0 constant +0.98 live 1+0.84 left wind 1+1.4 hanging 7 |
|
1.0 constant +0.98 live 1+0.84 right wind 1+1.4 hanging 1 |
1.0 constant +0.98 live 1+0.84 right wind 1+1.4 hanging 7 |
|
1.0 constant +0.98 live 1+0.84 left wind 2+1.4 hanging 1 |
1.0 constant +0.98 live 1+0.84 left wind 2+1.4 hanging 7 |
|
1.0 constant +0.98 live 1+0.84 right wind 2+1.4 hanging 1 |
1.0 constant +0.98 live 1+0.84 right wind 2+1.4 hanging 7 |
|
1.0 constant +0.98 live 2+0.84 left wind 1+1.4 hanging 2 |
1.0 constant +0.98 live 2+0.84 left wind 1+1.4 hanging 8 |
|
1.0 constant +0.98 live 2+0.84 right wind 1+1.4 hanging 2 |
1.0 constant +0.98 live 2+0.84 right wind 1+1.4 hanging 8 |
|
1.0 constant +0.98 live 2+0.84 left wind 2+1.4 hanging 2 |
1.0 constant +0.98 live 2+0.84 left wind 2+1.4 hanging 8 |
|
1.0 constant +0.98 live 2+0.84 right wind 2+1.4 hanging 2 |
1.0 constant +0.98 live 2+0.84 right wind 2+1.4 hanging 8 |
|
1.0 constant +0.98 live 3+0.84 left wind 1+1.4 hanging 3 |
1.0 constant +0.98 live 3+0.84 left wind 1+1.4 hanging 4 |
|
1.0 constant +0.98 live 3+0.84 right wind 1+1.4 hanging 3 |
1.0 constant +0.98 live 3+0.84 right wind 1+1.4 hanging 4 |
|
1.0 constant +0.98 live 3+0.84 left wind 2+1.4 hanging 3 |
1.0 constant +0.98 live 3+0.84 left wind 2+1.4 hanging 4 |
|
1.0 constant +0.98 live 3+0.84 right wind 2+1.4 hanging 3 |
1.0 constant +0.98 live 3+0.84 right wind 2+1.4 hanging 4 |
|
1.0 constant +0.98 live 4+0.84 left wind 1+1.4 hanging 5 |
1.0 constant +0.98 live 4+0.84 left wind 1+1.4 hanging 6 |
|
1.0 constant +0.98 live 4+0.84 right wind 1+1.4 hanging 5 |
1.0 constant +0.98 live 4+0.84 right wind 1+1.4 hanging 6 |
|
1.0 constant +0.98 live 4+0.84 left wind 2+1.4 hanging 5 |
1.0 constant +0.98 live 4+0.84 left wind 2+1.4 hanging 6 |
|
1.0 constant +0.98 live 4+0.84 right wind 2+1.4 hanging 5 |
(212)1.0 constant +0.98 live 4+0.84 right wind 2+1.4 hanging 6 |
|
1.2 constant +0.98 live 1+1.4 left wind 1+0.98 hanging 1 |
1.2 constant +0.98 live 1+1.4 left wind 1+0.98 crane 7 |
|
1.2 constant +0.98 live 1+1.4 right wind 1+0.98 crane 1 |
1.2 constant +0.98 live 1+1.4 right wind 1+0.98 crane 7 |
|
1.2 constant +0.98 live 1+1.4 left wind 2+0.98 crane 1 |
1.2 constant +0.98 live 1+1.4 left wind 2+0.98 crane 7 |
|
1.2 constant +0.98 live 1+1.4 right wind 2+0.98 crane 1 |
1.2 constant +0.98 live 1+1.4 right wind 2+0.98 crane 7 |
|
1.2 constant +0.98 live 2+1.4 left wind 1+0.98 crane 2 |
1.2 constant +0.98 live 2+1.4 left wind 1+0.98 crane 8 |
|
1.2 constant +0.98 live 2+1.4 right wind 1+0.98 crane 2 |
1.2 constant +0.98 live 2+1.4 right wind 1+0.98 crane 8 |
|
1.2 constant +0.98 live 2+1.4 left wind 2+0.98 crane 2 |
1.2 constant +0.98 live 2+1.4 left wind 2+0.98 crane 8 |
|
1.2 constant +0.98 live 2+1.4 right wind 2+0.98 crane 2 |
1.2 constant +0.98 live 2+1.4 right wind 2+0.98 crane 8 |
|
1.2 constant +0.98 live 3+1.4 left wind 1+0.98 crane 3 |
1.2 constant +0.98 live 3+1.4 left wind 1+0.98 crane 4 |
|
1.2 constant +0.98 live 3+1.4 right wind 1+0.98 crane 3 |
1.2 constant +0.98 live 3+1.4 right wind 1+0.98 crane 4 |
|
1.2 constant +0.98 live 3+1.4 left wind 2+0.98 crane 3 |
1.2 constant +0.98 live 3+1.4 left wind 2+0.98 crane 4 |
|
1.2 constant +0.98 live 3+1.4 right wind 2+0.98 crane 3 |
1.2 constant +0.98 live 3+1.4 right wind 2+0.98 crane 4 |
|
1.2 constant +0.98 live 4+1.4 left wind 1+0.98 crane 5 |
1.2 constant +0.98 live 4+1.4 left wind 1+0.98 crane 6 |
|
1.2 constant +0.98 live 4+1.4 right wind 1+0.98 crane 5 |
1.2 constant +0.98 live 4+1.4 right wind 1+0.98 crane 6 |
|
1.2 constant +0.98 live 4+1.4 left wind 2+0.98 crane 5 |
1.2 constant +0.98 live 4+1.4 left wind 2+0.98 crane 6 |
|
1.2 constant +0.98 live 4+1.4 right wind 2+0.98 crane 5 |
1.2 constant +0.98 live 4+1.4 right wind 2+0.98 crane 6 |
|
1.0 constant +0.98 live 1+1.4 left wind 1+0.98 hanging 1 |
1.0 constant +0.98 live 1+1.4 left wind 1+0.98 crane 7 |
|
1.0 constant +0.98 live 1+1.4 right wind 1+0.98 hanging 1 |
1.0 constant +0.98 live 1+1.4 right wind 1+0.98 hanging 7 |
|
1.0 constant +0.98 live 1+1.4 left wind 2+0.98 hanging 1 |
1.0 constant +0.98 live 1+1.4 left wind 2+0.98 crane 7 |
|
1.0 constant +0.98 live 1+1.4 right wind 2+0.98 crane 1 |
1.0 constant +0.98 live 1+1.4 right wind 2+0.98 crane 7 |
|
1.0 constant +0.98 live 2+1.4 left wind 1+0.98 crane 2 |
1.0 constant +0.98 live 2+1.4 left wind 1+0.98 crane 8 |
|
1.0 constant +0.98 live 2+1.4 right wind 1+0.98 crane 2 |
1.0 constant +0.98 live 2+1.4 right wind 1+0.98 crane 8 |
|
1.0 constant +0.98 live 2+1.4 left wind 2+0.98 crane 2 |
1.0 constant +0.98 live 2+1.4 left wind 2+0.98 crane 8 |
|
1.0 constant +0.98 live 2+1.4 right wind 2+0.98 crane 2 |
1.0 constant +0.98 live 2+1.4 right wind 2+0.98 crane 8 |
|
1.0 constant +0.98 live 3+1.4 left wind 1+0.98 crane 3 |
1.0 constant +0.98 live 3+1.4 left wind 1+0.98 crane 4 |
|
1.0 constant +0.98 live 3+1.4 right wind 1+0.98 hanging 3 |
1.0 constant +0.98 live 3+1.4 right wind 1+0.98 crane 4 |
|
1.0 constant +0.98 live 3+1.4 left wind 2+0.98 hanging 3 |
1.0 constant +0.98 live 3+1.4 left wind 2+0.98 crane 4 |
|
1.0 constant +0.98 live 3+1.4 right wind 2+0.98 crane 3 |
1.0 constant +0.98 live 3+1.4 right wind 2+0.98 crane 4 |
|
1.0 constant +0.98 live 4+1.4 left wind 1+0.98 crane 5 |
1.0 constant +0.98 live 4+1.4 left wind 1+0.98 crane 6 |
|
1.0 constant +0.98 live 4+1.4 right wind 1+0.98 crane 5 |
1.0 constant +0.98 live 4+1.4 right wind 1+0.98 crane 6 |
|
1.0 constant +0.98 live 4+1.4 left wind 2+0.98 crane 5 |
1.0 constant +0.98 live 4+1.4 left wind 2+0.98 crane 6 |
|
1.0 constant +0.98 live 4+1.4 right wind 2+0.98 crane 5 |
1.0 constant +0.98 live 4+1.4 right wind 2+0.98 crane 6 |
|
1.2 constant +1.4 live 1+0.84 left wind 1+0.98 crane 1 |
1.2 constant +1.4 live 1+0.84 left wind 1+0.98 crane 7 |
|
1.2 constant +1.4 live 1+0.84 right wind 1+0.98 crane 1 |
1.2 constant +1.4 live 1+0.84 right wind 1+0.98 crane 7 |
|
1.2 constant +1.4 live 1+0.84 left wind 2+0.98 crane 1 |
1.2 constant +1.4 live 1+0.84 left wind 2+0.98 crane 7 |
|
1.2 constant +1.4 live 1+0.84 right wind 2+0.98 crane 1 |
1.2 constant +1.4 live 1+0.84 right wind 2+0.98 crane 7 |
|
1.2 constant +1.4 live 2+0.84 left wind 1+0.98 crane 2 |
1.2 constant +1.4 live 2+0.84 left wind 1+0.98 crane 8 |
|
1.2 constant +1.4 live 2+0.84 right wind 1+0.98 crane 2 |
1.2 constant +1.4 live 2+0.84 right wind 1+0.98 crane 8 |
|
1.2 constant +1.4 live 2+0.84 left wind 2+0.98 crane 2 |
1.2 constant +1.4 live 2+0.84 left wind 2+0.98 crane 8 |
|
1.2 constant +1.4 live 2+0.84 right wind 2+0.98 crane 2 |
1.2 constant +1.4 live 2+0.84 right wind 2+0.98 crane 8 |
|
1.2 constant +1.4 live 3+0.84 left wind 1+0.98 crane 3 |
1.2 constant +1.4 live 3+0.84 left wind 1+0.98 crane 4 |
|
1.2 constant +1.4 live 3+0.84 right wind 1+0.98 crane 3 |
1.2 constant +1.4 live 3+0.84 right wind 1+0.98 crane 4 |
|
1.2 constant +1.4 live 3+0.84 left wind 2+0.98 crane 3 |
1.2 constant +1.4 live 3+0.84 left wind 2+0.98 crane 4 |
|
1.2 constant +1.4 live 3+0.84 right wind 2+0.98 crane 3 |
1.2 constant +1.4 live 3+0.84 right wind 2+0.98 crane 4 |
|
1.2 constant +1.4 live 4+0.84 left wind 1+0.98 crane 5 |
1.2 constant +1.4 live 4+0.84 left wind 1+0.98 crane 6 |
|
1.2 constant +1.4 live 4+0.84 right wind 1+0.98 crane 5 |
1.2 constant +1.4 live 4+0.84 right wind 1+0.98 crane 6 |
|
1.2 constant +1.4 live 4+0.84 left wind 2+0.98 crane 5 |
1.2 constant +1.4 live 4+0.84 left wind 2+0.98 crane 6 |
|
1.2 constant +1.4 live 4+0.84 right wind 2+0.98 crane 5 |
1.2 constant +1.4 live 4+0.84 right wind 2+0.98 crane 6 |
|
1.0 constant +1.4 live 1+0.84 left wind 1+0.98 hanging 1 |
1.0 constant +1.4 live 1+0.84 left wind 1+0.98 crane 7 |
|
1.0 constant +1.4 live 1+0.84 right wind 1+0.98 crane 1 |
1.0 constant +1.4 live 1+0.84 right wind 1+0.98 hanging 7 |
|
1.0 constant +1.4 live 1+0.84 left wind 2+0.98 crane 1 |
1.0 constant +1.4 live 1+0.84 left wind 2+0.98 crane 7 |
|
1.0 constant +1.4 live 1+0.84 right wind 2+0.98 crane 1 |
1.0 constant +1.4 live 1+0.84 right wind 2+0.98 crane 7 |
|
1.0 constant +1.4 live 2+0.84 left wind 1+0.98 crane 2 |
1.0 constant +1.4 live 2+0.84 left wind 1+0.98 crane 8 |
|
1.0 constant +1.4 live 2+0.84 right wind 1+0.98 crane 2 |
1.0 constant +1.4 live 2+0.84 right wind 1+0.98 crane 8 |
|
1.0 constant +1.4 live 2+0.84 left wind 2+0.98 crane 2 |
1.0 constant +1.4 live 2+0.84 left wind 2+0.98 crane 8 |
|
1.0 constant +1.4 live 2+0.84 right wind 2+0.98 crane 2 |
1.0 constant +1.4 live 2+0.84 right wind 2+0.98 crane 8 |
|
1.0 constant +1.4 live 3+0.84 left wind 1+0.98 crane 3 |
1.0 constant +1.4 live 3+0.84 left wind 1+0.98 crane 4 |
|
1.0 constant +1.4 live 3+0.84 right wind 1+0.98 crane 3 |
1.0 constant +1.4 live 3+0.84 right wind 1+0.98 crane 4 |
|
1.0 constant +1.4 live 3+0.84 left wind 2+0.98 crane 3 |
1.0 constant +1.4 live 3+0.84 left wind 2+0.98 crane 4 |
|
1.0 constant +1.4 live 3+0.84 right wind 2+0.98 crane 3 |
1.0 constant +1.4 live 3+0.84 right wind 2+0.98 crane 4 |
|
1.0 constant +1.4 live 4+0.84 left wind 1+0.98 crane 5 |
1.0 constant +1.4 live 4+0.84 left wind 1+0.98 crane 6 |
|
1.0 constant +1.4 live 4+0.84 right wind 1+0.98 crane 5 |
1.0 constant +1.4 live 4+0.84 right wind 1+0.98 crane 6 |
|
1.0 constant +1.4 live 4+0.84 left wind 2+0.98 crane 5 |
1.0 constant +1.4 live 4+0.84 left wind 2+0.98 crane 6 |
|
1.0 constant +1.4 live 4+0.84 right wind 2+0.98 crane 5 |
1.0 constant +1.4 live 4+0.84 right wind 2+0.98 crane 6 |
|
1.2 constant +0.6 live 1+0.6 hanging 1+1.3 left earthquake |
1.2 constant +0.6 live 1+0.6 hanging 1+1.3 right earthquake |
|
1.2 constant +0.6 live 1+0.6 hanging 7+1.3 left earthquake |
1.2 constant +0.6 live 1+0.6 hanging 7+1.3 right earthquake |
|
1.2 constant +0.6 live 2+0.6 hanging 2+1.3 left earthquake |
1.2 constant +0.6 live 2+0.6 hanging 2+1.3 right earthquake |
|
1.2 constant +0.6 live 2+0.6 hanging 8+1.3 left earthquake |
1.2 constant +0.6 live 2+0.6 hanging 8+1.3 right earthquake |
|
1.2 constant +0.6 live 3+0.6 hanging 3+1.3 left earthquake |
1.2 constant +0.6 live 3+0.6 hanging 3+1.3 right earthquake |
|
1.2 constant +0.6 live 3+0.6 hanging 4+1.3 left earthquake |
1.2 constant +0.6 live 3+0.6 hanging 4+1.3 right earthquake |
|
1.2 constant +0.6 live 4+0.6 hanging 5+1.3 left earthquake |
1.2 constant +0.6 live 4+0.6 hanging 5+1.3 right earthquake |
|
1.2 heng +0.6 live 4+0.6 hang 6+1.3 left earthquake |
1.2 constant +0.6 live 4+0.6 hanging 6+1.3 right earthquake |
|
1.0 constant +0.5 live 1+0.5 crane 1+1.3 left earthquake |
1.0 constant +0.5 live 1+0.5 crane 1+1.3 right earthquake |
|
1.0 constant +0.5 live 1+0.5 crane 7+1.3 left earthquake |
1.0 constant +0.5 live 1+0.5 crane 7+1.3 right earthquake |
|
1.0 constant +0.5 live 2+0.5 crane 2+1.3 left earthquake |
1.0 constant +0.5 live 2+0.5 crane 2+1.3 right earthquake |
|
1.0 constant +0.5 live 2+0.5 crane 8+1.3 left earthquake |
1.0 constant +0.5 live 2+0.5 crane 8+1.3 right earthquake |
|
1.0 constant +0.5 live 3+0.5 hanging 3+1.3 left earthquake |
1.0 constant +0.5 live 3+0.5 crane 3+1.3 right earthquake |
|
1.0 constant +0.5 live 3+0.5 crane 4+1.3 left earthquake |
1.0 constant +0.5 live 3+0.5 crane 4+1.3 right earthquake |
|
1.0 constant +0.5 live 4+0.5 crane 5+1.3 left earthquake |
1.0 constant +0.5 live 4+0.5 crane 5+1.3 right earthquake |
|
1.0 constant +0.5 live 4+0.5 crane 6+1.3 left earthquake |
1.0 constant +0.5 live 4+0.5 crane 6+1.3 right earthquake |
combined value of beam internal force
|
Beam internal force combination |
|
|
(1)1.35 constant +0.98 active 1 |
(2)1.35 constant +0.98 active 2 |
|
(3)1.35 constant +0.98 active 3 |
(4)1.35 constant +0.98 active 4 |
|
(5)1.2 constant +1.4 active 1 |
(6)1.2 constant +1.4 active 2 |
|
(7)1.2 constant +1.4 active 3 |
(8)1.2 constant +1.4 live 4 |
|
(9)1.0 constant +1.4 live 1 |
(10)1.0 constant +1.4 live 2 |
|
(11)1.0 constant +1.4 live 3 |
(12)1.0 constant +1.4 live 4 |
|
1.2 constant +1.4 left wind 1 |
1.2 constant +1.4 right wind 1 |
|
1.2 constant +1.4 left wind 2 |
1.2 constant +1.4 right wind 2 |
|
1.0 constant +1.4 left wind 1 |
1.0 constant +1.4 right wind 1 |
|
1.0 constant +1.4 left wind 2 |
1.0 constant +1.4 right wind 2 |
|
(21)1.2 constant +1.4 live 1+0.84 left wind 1 |
1.2 constant +1.4 live 1+0.84 right wind 1 |
|
1.2 constant +1.4 live 1+0.84 left wind 2 |
1.2 constant +1.4 live 1+0.84 right wind 2 |
|
1.2 constant +1.4 live 2+0.84 left wind 1 |
1.2 constant +1.4 live 2+0.84 right wind 1 |
|
1.2 constant +1.4 live 2+0.84 left wind 2 |
1.2 constant +1.4 live 2+0.84 right wind 2 |
|
1.2 constant +1.4 live 3+0.84 left wind 1 |
1.2 constant +1.4 live 3+0.84 right wind 1 |
|
1.2 constant +1.4 live 3+0.84 left wind 2 |
1.2 constant +1.4 live 3+0.84 right wind 2 |
|
(33)1.2 constant +1.4 live 4+0.84 left wind 1 |
1.2 constant +1.4 live 4+0.84 right wind 1 |
|
1.2 constant +1.4 live 4+0.84 left wind 2 |
1.2 constant +1.4 live 4+0.84 right wind 2 |
|
1.0 constant +1.4 live 1+0.84 left wind 1 |
1.0 constant +1.4 live 1+0.84 right wind 1 |
|
1.0 constant +1.4 live 1+0.84 left wind 2 |
1.0 constant +1.4 live 1+0.84 right wind 2 |
|
1.0 constant +1.4 live 2+0.84 left wind 1 |
1.0 constant +1.4 live 2+0.84 right wind 1 |
|
1.0 constant +1.4 live 2+0.84 left wind 2 |
1.0 constant +1.4 live 2+0.84 right wind 2 |
|
1.0 constant +1.4 live 3+0.84 left wind 1 |
1.0 constant +1.4 live 3+0.84 right wind 1 |
|
1.0 constant +1.4 live 3+0.84 left wind 2 |
1.0 constant +1.4 live 3+0.84 right wind 2 |
|
1.0 constant +1.4 live 4+0.84 left wind 1 |
1.0 constant +1.4 live 4+0.84 right wind 1 |
|
1.0 constant +1.4 live 4+0.84 left wind 2 |
1.0 constant +1.4 live 4+0.84 right wind 2 |
|
1.2 constant +0.98 live 1+1.4 left wind 1 |
1.2 constant +0.98 live 1+1.4 right wind 1 |
|
1.2 constant +0.98 live 1+1.4 left wind 2 |
1.2 constant +0.98 live 1+1.4 right wind 2 |
|
1.2 constant +0.98 live 2+1.4 left wind 1 |
1.2 constant +0.98 live 2+1.4 right wind 1 |
|
1.2 constant +0.98 live 2+1.4 left wind 2 |
1.2 constant +0.98 live 2+1.4 right wind 2 |
|
1.2 constant +0.98 live 3+1.4 left wind 1 |
1.2 constant +0.98 live 3+1.4 right wind 1 |
|
1.2 constant +0.98 live 3+1.4 left wind 2 |
1.2 constant +0.98 live 3+1.4 right wind 2 |
|
1.2 constant +0.98 live 4+1.4 left wind 1 |
1.2 constant +0.98 live 4+1.4 right wind 1 |
|
1.2 constant +0.98 live 4+1.4 left wind 2 |
1.2 constant +0.98 live 4+1.4 right wind 2 |
|
1.0 constant +0.98 live 1+1.4 left wind 1 |
1.0 constant +0.98 live 1+1.4 right wind 1 |
|
1.0 constant +0.98 live 1+1.4 left wind 2 |
1.0 constant +0.98 live 1+1.4 right wind 2 |
|
1.0 constant +0.98 live 2+1.4 left wind 1 |
1.0 constant +0.98 live 2+1.4 right wind 1 |
|
1.0 constant +0.98 live 2+1.4 left wind 2 |
1.0 constant +0.98 live 2+1.4 right wind 2 |
|
1.0 constant +0.98 live 3+1.4 left wind 1 |
1.0 constant +0.98 live 3+1.4 right wind 1 |
|
1.0 constant +0.98 live 3+1.4 left wind 2 |
1.0 constant +0.98 live 3+1.4 right wind 2 |
|
1.0 constant +0.98 live 4+1.4 left wind 1 |
1.0 constant +0.98 live 4+1.4 right wind 1 |
|
1.0 constant +0.98 live 4+1.4 left wind 2 |
1.0 constant +0.98 live 4+1.4 right wind 2 |
|
1.2 constant +0.6 live 1+1.3 left earthquake |
1.2 constant +0.6 live 1+1.3 right earthquake |
|
1.2 constant +0.6 live 2+1.3 left earthquake |
1.2 constant +0.6 live 2+1.3 right earthquake |
|
1.2 constant +0.6 live 3+1.3 left earthquake |
1.2 constant +0.6 live 3+1.3 right earthquake |
|
1.2 constant +0.6 live 4+1.3 left earthquake |
1.2 constant +0.6 live 4+1.3 right earthquake |
|
1.0 constant +0.5 live 1+1.3 left earthquake |
1.0 constant +0.5 live 1+1.3 right earthquake |
|
1.0 constant +0.5 live 2+1.3 left earthquake |
1.0 constant +0.5 live 2+1.3 right earthquake |
|
1.0 constant +0.5 live 3+1.3 left earthquake |
1.0 constant +0.5 live 3+1.3 right earthquake |
|
1.0 constant +0.5 live 4+1.3 left earthquake |
1.0 constant +0.5 live 4+1.3 right earthquake |
|
1.2 constant +1.4 hoisting 1 |
1.2 constant +1.4 crane 2 |
|
1.0 constant +1.4 hoisting 1 |
1.0 constant +1.4 crane 2 |
|
1.2 constant +0.98 live 1+1.4 hanging 1 |
1.2 constant +0.98 live 2+1.4 hanging 2 |
|
1.0 constant +0.98 live 1+1.4 hanging 1 |
1.0 constant +0.98 live 2+1.4 hanging 2 |
|
1.2 constant +1.4 live 1+0.98 hanging 1 |
1.2 constant +1.4 live 2+0.98 crane 2 |
|
1.0 constant +1.4 live 1+0.98 hanging 1 |
1.0 constant +1.4 live 2+0.98 crane 2 |
|
1.2 constant +0.98 live 1+0.84 left wind 1+1.4 hanging 1 |
1.2 constant +0.98 live 1+0.84 right wind 1+1.4 hanging 1 |
|
1.2 constant +0.98 live 1+0.84 left wind 2+1.4 hanging 1 |
1.2 constant +0.98 live 1+0.84 right wind 2+1.4 hanging 1 |
|
1.2 constant +0.98 live 2+0.84 left wind 1+1.4 hanging 2 |
1.2 constant +0.98 live 2+0.84 right wind 1+1.4 hanging 2 |
|
1.2 constant +0.98 live 2+0.84 left wind 2+1.4 hanging 2 |
1.2 constant +0.98 live 2+0.84 right wind 2+1.4 hanging 2 |
|
1.0 constant +0.98 live 1+0.84 left wind 1+1.4 hanging 1 |
1.0 constant +0.98 live 1+0.84 right wind 1+1.4 hanging 1 |
|
1.0 constant +0.98 live 1+0.84 left wind 2+1.4 hanging 1 |
1.0 constant +0.98 live 1+0.84 right wind 2+1.4 hanging 1 |
|
1.0 constant +0.98 live 2+0.84 left wind 1+1.4 hanging 2 |
1.0 constant +0.98 live 2+0.84 right wind 1+1.4 hanging 2 |
|
1.0 constant +0.98 live 2+0.84 left wind 2+1.4 hanging 2 |
1.0 constant +0.98 live 2+0.84 right wind 2+1.4 hanging 2 |
|
1.2 constant +0.98 live 1+1.4 left wind 1+0.98 crane 1 |
1.2 constant +0.98 live 1+1.4 right wind 1+0.98 crane 1 |
|
1.2 constant +0.98 live 1+1.4 left wind 2+0.98 crane 1 |
1.2 constant +0.98 live 1+1.4 right wind 2+0.98 crane 1 |
|
1.2 constant +0.98 live 2+1.4 left wind 1+0.98 crane 2 |
1.2 constant +0.98 live 2+1.4 right wind 1+0.98 crane 2 |
|
1.2 constant +0.98 live 2+1.4 left wind 2+0.98 crane 2 |
1.2 constant +0.98 live 2+1.4 right wind 2+0.98 crane 2 |
|
1.0 constant +0.98 live 1+1.4 left wind 1+0.98 hanging 1 |
1.0 constant +0.98 live 1+1.4 right wind 1+0.98 crane 1 |
|
1.0 constant +0.98 live 1+1.4 left wind 2+0.98 crane 1 |
1.0 constant +0.98 live 1+1.4 right wind 2+0.98 hanging 1 |
|
1.0 constant +0.98 live 2+1.4 left wind 1+0.98 crane 2 |
1.0 constant +0.98 live 2+1.4 right wind 1+0.98 hanging 2 |
|
1.0 constant +0.98 live 2+1.4 left wind 2+0.98 crane 2 |
1.0 constant +0.98 live 2+1.4 right wind 2+0.98 crane 2 |
|
1.2 constant +1.4 live 1+0.84 left wind 1+0.98 crane 1 |
1.2 constant +1.4 live 1+0.84 right wind 1+0.98 crane 1 |
|
1.2 constant +1.4 live 1+0.84 left wind 2+0.98 crane 1 |
1.2 constant +1.4 live 1+0.84 right wind 2+0.98 crane 1 |
|
1.2 constant +1.4 live 2+0.84 left wind 1+0.98 crane 2 |
1.2 constant +1.4 live 2+0.84 right wind 1+0.98 crane 2 |
|
1.2 constant +1.4 live 2+0.84 left wind 2+0.98 crane 2 |
1.2 constant +1.4 live 2+0.84 right wind 2+0.98 crane 2 |
|
1.0 constant +1.4 live 1+0.84 left wind 1+0.98 crane 1 |
1.0 constant +1.4 live 1+0.84 right wind 1+0.98 crane 1 |
|
1.0 constant +1.4 live 1+0.84 left wind 2+0.98 crane 1 |
1.0 constant +1.4 live 1+0.84 right wind 2+0.98 crane 1 |
|
1.0 constant +1.4 live 2+0.84 left wind 1+0.98 crane 2 |
1.0 constant +1.4 live 2+0.84 right wind 1+0.98 crane 2 |
|
1.0 constant +1.4 live 2+0.84 left wind 2+0.98 crane 2 |
1.0 constant +1.4 live 2+0.84 right wind 2+0.98 crane 2 |
|
1.2 constant +0.6 live 1+0.6 hanging 1+1.3 left earthquake |
1.2 constant +0.6 live 1+0.6 hanging 1+1.3 right earthquake |
|
1.2 constant +0.6 live 2+0.6 hanging 2+1.3 left earthquake |
1.2 constant +0.6 live 2+0.6 hanging 2+1.3 right earthquake |
|
1.0 constant +0.5 live 1+0.5 crane 1+1.3 left earthquake |
1.0 constant +0.5 live 1+0.5 crane 1+1.3 right earthquake |
|
1.0 constant +0.5 live 2+0.5 crane 2+1.3 left earthquake |
1.0 constant +0.5 live 2+0.5 crane 2+1.3 right earthquake |
7. Seismic calculation information
The earthquake left
Seismic force calculation mass concentration information
|
Quality concentration node number |
Mass weight (KN) |
|
1 |
72.968 |
|
2 |
72.968 |
|
3 |
61.265 |
Bottom shear force acting on horizontal seismic standard value: 12.752
Bottom minimum seismic shear force (article 5.2.5 of seismic code): 3.315
Seismic force adjustment coefficient of each particle: 1.000
Shear weight ratio after seismic force adjustment: 0.062
Period (times reduced coefficient)
|
Vibration model |
Cycle (s) |
|
1 |
0.448 |
|
2 |
0.145 |
|
3 |
0.078 |
Right earthquake
Seismic force calculation mass concentration information
|
Quality concentration node number |
Mass weight (KN) |
|
1 |
72.968 |
|
2 |
72.968 |
|
4 |
61.265 |
Bottom shear force acting on horizontal seismic standard value: 12.752
Bottom minimum seismic shear force (article 5.2.5 of seismic code): 3.315
Seismic force adjustment coefficient of each particle: 1.000
Shear weight ratio after seismic force adjustment: 0.062
Period (times reduced coefficient)
|
Vibration model |
Cycle (s) |
|
1 |
0.448 |
|
2 |
0.145 |
|
3 |
0.078 |
Eight. Internal force calculation results
Single working condition internal force
Column internal force
|
Working condition |
unit |
I end N (kN) |
I end V (kN) |
I end M (kN. M) |
II end N (kN) |
II the V (kN) |
II the M (kN. M) |
|
The constant load |
1 |
24.3 |
8.7 |
24.2 |
21.2 |
8.7 |
19.2 |
| 2 |
24.3 |
8.7 |
24.2 |
21.2 |
8.7 |
19.2 |
|
| 3 |
21.2 |
8.7 |
19.2 |
19.6 |
8.7 |
40.9 |
|
| 4 |
21.2 |
8.7 |
19.2 |
19.6 |
8.7 |
40.9 |
|
|
Left the wind 1 |
1 |
89.3 |
58.7 |
160.4 |
89.3 |
42.2 |
91.6 |
| 2 |
74.8 |
10.7 |
32.8 |
74.8 |
27.2 |
61.7 |
|
| 3 |
89.3 |
42.2 |
91.6 |
89.3 |
33.9 |
186.7 |
|
| 4 |
74.8 |
27.2 |
61.7 |
74.8 |
35.4 |
139.9 |
|
|
1 the right wind |
1 |
71.4 |
22.9 |
32.7 |
71.4 |
26.6 |
41.8 |
| 2 |
70.2 |
60.3 |
174.3 |
70.2 |
43.8 |
86.1 |
|
| 3 |
71.4 |
26.6 |
41.8 |
71.4 |
34.8 |
118.5 |
|
| 4 |
70.2 |
43.8 |
86.1 |
70.2 |
35.6 |
185.4 |
|
|
The left 2 wind |
1 |
44.1 |
52.9 |
158.2 |
44.1 |
36.4 |
65.2 |
| 2 |
75.3 |
2.5 |
17.7 |
75.3 |
14.0 |
46.3 |
|
| 3 |
44.1 |
36.4 |
65.2 |
44.1 |
28.2 |
146.0 |
|
| 4 |
75.3 |
14.0 |
46.3 |
75.3 |
22.2 |
91.6 |
|
|
2 the right wind |
1 |
74.5 |
32.6 |
70.8 |
74.5 |
16.9 |
31.7 |
| 2 |
44.9 |
55.9 |
173.3 |
44.9 |
39.4 |
64.9 |
|
| 3 |
74.5 |
16.9 |
31.7 |
74.5 |
25.2 |
84.3 |
|
| 4 |
44.9 |
39.4 |
64.9 |
44.9 |
31.1 |
153.1 |
|
|
Lift 1 left - wheel pressure |
1 |
179.6 |
9.5 |
1.9 |
179.6 |
9.5 |
45.8 |
| 2 |
58.2 |
9.5 |
31.7 |
58.2 |
9.5 |
16.0 |
|
| 3 |
1.8 |
9.5 |
45.0 |
1.8 |
9.5 |
21.1 |
|
| 4 |
1.8 |
9.5 |
12.2 |
1.8 |
9.5 |
11.7 |
|
|
Lift 1 right - wheel pressure |
1 |
58.2 |
9.5 |
31.7 |
58.2 |
9.5 |
16.0 |
| 2 |
179.6 |
9.5 |
1.9 |
179.6 |
9.5 |
45.8 |
|
| 3 |
1.8 |
9.5 |
12.2 |
1.8 |
9.5 |
11.7 |
|
| 4 |
1.8 |
9.5 |
45.0 |
1.8 |
9.5 |
21.1 |
|
|
Lift 1 left - brake force |
1 |
1.0 |
5.0 |
20.2 |
1.0 |
5.0 |
4.8 |
| 2 |
1.0 |
5.0 |
20.2 |
1.0 |
5.0 |
4.8 |
|
| 3 |
1.0 |
5.0 |
4.8 |
1.0 |
0.0 |
8.8 |
|
| 4 |
1.0 |
5.0 |
4.8 |
1.0 |
0.0 |
8.8 |
|
|
Lift 1 right - brake force |
1 |
1.0 |
5.0 |
20.2 |
1.0 |
5.0 |
4.8 |
| 2 |
1.0 |
5.0 |
20.2 |
1.0 |
5.0 |
4.8 |
|
| 3 |
1.0 |
5.0 |
4.8 |
1.0 |
0.0 |
8.8 |
|
| 4 |
1.0 |
5.0 |
4.8 |
1.0 |
0.0 |
8.8 |
|
|
The earthquake left |
1 |
1.4 |
6.4 |
25.8 |
1.4 |
6.4 |
6.5 |
| 2 |
1.4 |
6.3 |
25.5 |
1.4 |
6.3 |
6.1 |
|
| 3 |
1.4 |
2.5 |
6.5 |
1.4 |
2.5 |
12.4 |
|
| 4 |
1.4 |
2.6 |
6.1 |
1.4 |
2.6 |
12.4 |
|
|
Right earthquake |
1 |
1.4 |
6.3 |
25.5 |
1.4 |
6.3 |
6.1 |
| 2 |
1.4 |
6.4 |
25.8 |
1.4 |
6.4 |
6.5 |
|
| 3 |
1.4 |
2.6 |
6.1 |
1.4 |
2.6 |
12.4 |
|
| 4 |
1.4 |
2.5 |
6.5 |
1.4 |
2.5 |
12.4 |
The internal forces of the beam
|
Working condition of no. |
Unit no. |
I end N (kN) |
I end V (kN) |
I end M (kN. M) |
II end N (kN) |
II the V (kN) |
II the M (kN. M) |
|
The constant load |
1 |
0.0 |
0.0 |
0.0 |
0.4 |
3.6 |
4.2 |
| 2 |
10.2 |
15.1 |
45.0 |
8.6 |
0.9 |
19.1 |
|
| 3 |
0.4 |
3.6 |
4.2 |
0.0 |
0.0 |
0.0 |
|
| 4 |
8.6 |
0.9 |
19.1 |
10.2 |
15.1 |
45.0 |
|
|
Left the wind 1 |
1 |
0.0 |
0.0 |
0.0 |
0.0 |
18.3 |
21.2 |
| 2 |
42.6 |
67.2 |
207.9 |
42.6 |
4.5 |
75.7 |
|
| 3 |
0.0 |
15.3 |
17.6 |
0.0 |
0.0 |
0.0 |
|
| 4 |
42.7 |
4.1 |
75.7 |
42.7 |
55.6 |
157.6 |
|
|
1 the right wind |
1 |
0.0 |
0.0 |
0.0 |
0.0 |
15.3 |
17.6 |
| 2 |
41.8 |
52.3 |
136.2 |
41.8 |
7.4 |
66.7 |
|
| 3 |
0.0 |
7.6 |
8.8 |
0.0 |
0.0 |
0.0 |
|
| 4 |
42.4 |
1.0 |
66.7 |
42.4 |
58.7 |
194.2 |
|
|
The left 2 wind |
1 |
0.0 |
0.0 |
0.0 |
0.0 |
6.1 |
7.1 |
| 2 |
32.4 |
34.9 |
153.1 |
32.4 |
11.1 |
55.0 |
|
| 3 |
0.0 |
18.3 |
21.2 |
0.0 |
0.0 |
0.0 |
|
| 4 |
29.6 |
17.3 |
55.0 |
29.6 |
54.4 |
112.7 |
|
|
2 the right wind |
1 |
0.0 |
0.0 |
0.0 |
0.0 |
18.3 |
21.2 |
| 2 |
32.5 |
53.3 |
105.5 |
32.5 |
18.4 |
52.5 |
|
| 3 |
0.0 |
6.1 |
7.1 |
0.0 |
0.0 |
0.0 |
|
| 4 |
35.5 |
11.6 |
52.5 |
35.5 |
35.4 |
160.1 |
|
|
Lift 1 left - wheel pressure |
1 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
| 2 |
9.3 |
2.8 |
21.1 |
9.3 |
2.8 |
3.9 |
|
| 3 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
|
| 4 |
9.7 |
0.9 |
3.9 |
9.7 |
0.9 |
11.7 |
|
|
Lift 1 right - wheel pressure |
1 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
| 2 |
9.7 |
0.9 |
11.7 |
9.7 |
0.9 |
3.9 |
|
| 3 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
|
| 4 |
9.3 |
2.8 |
3.9 |
9.3 |
2.8 |
21.1 |
|
|
Lift 1 left - brake force |
1 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
| 2 |
0.1 |
1.0 |
8.8 |
0.1 |
1.0 |
0.0 |
|
| 3 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
|
| 4 |
0.1 |
1.0 |
0.0 |
0.1 |
1.0 |
8.8 |
|
|
Lift 1 right - brake force |
1 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
| 2 |
0.1 |
1.0 |
8.8 |
0.1 |
1.0 |
0.0 |
|
| 3 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
|
| 4 |
0.1 |
1.0 |
0.0 |
0.1 |
1.0 |
8.8 |
|
|
The earthquake left |
1 |
1.0 |
0.1 |
0.0 |
1.0 |
0.1 |
0.2 |
| 2 |
0.7 |
1.3 |
12.2 |
0.7 |
1.3 |
0.2 |
|
| 3 |
1.0 |
0.1 |
0.2 |
1.0 |
0.1 |
0.0 |
|
| 4 |
0.7 |
1.3 |
0.2 |
0.7 |
1.3 |
12.1 |
|
|
Right earthquake |
1 |
1.0 |
0.1 |
0.0 |
1.0 |
0.1 |
0.2 |
| 2 |
0.7 |
1.3 |
12.1 |
0.7 |
1.3 |
0.2 |
|
| 3 |
1.0 |
0.1 |
0.2 |
1.0 |
0.1 |
0.0 |
|
| 4 |
0.7 |
1.3 |
0.2 |
0.7 |
1.3 |
12.2 |
Node displacement
Node displacement under constant load (mm)
|
Node number |
X to the displacement |
Y to the displacement |
|
1 |
2.71 |
0.08 |
|
2 |
2.71 |
0.08 |
|
3 |
1.81 |
2.27 |
|
4 |
1.81 |
2.27 |
|
5 |
1.57 |
0.11 |
|
6 |
1.57 |
0.11 |
|
7 |
0.00 |
16.43 |
Node displacement under live load (mm)
|
Node number |
X to the displacement |
Y to the displacement |
|
1 |
2.74 |
0.07 |
|
2 |
2.74 |
0.07 |
|
3 |
1.82 |
1.33 |
|
4 |
1.82 |
1.33 |
|
5 |
1.59 |
0.10 |
|
6 |
1.59 |
0.10 |
|
7 |
0.00 |
17.32 |
Lateral (horizontal) displacement of node (mm)
|
Working condition |
node |
Delta x |
node |
Delta x |
|
Left the wind 1 |
1 |
19.39 |
2 |
2.28 |
| 3 |
19.03 |
4 |
4.72 |
|
| 5 |
18.34 |
6 |
5.84 |
|
| 7 |
12.09 |
8 |
0.00 |
|
| 9 |
0.00 |
|||
|
1 the right wind |
1 |
4.21 |
2 |
22.48 |
| 3 |
12.34 |
4 |
25.07 |
|
| 5 |
13.42 |
6 |
24.43 |
|
| 7 |
18.93 |
8 |
0.00 |
|
| 9 |
0.00 |
|||
|
The left 2 wind |
1 |
21.44 |
2 |
5.68 |
| 3 |
26.17 |
4 |
15.76 |
|
| 5 |
25.94 |
6 |
16.85 |
|
| 7 |
21.40 |
8 |
0.00 |
|
| 9 |
0.00 |
|||
|
2 the right wind |
1 |
10.35 |
2 |
24.28 |
| 3 |
21.10 |
4 |
30.85 |
|
| 5 |
22.19 |
6 |
30.79 |
|
| 7 |
26.49 |
8 |
0.00 |
|
| 9 |
0.00 |
|||
|
Lift 1 left - brake force |
1 |
3.32 |
2 |
3.32 |
| 3 |
4.85 |
4 |
4.85 |
|
| 5 |
4.95 |
6 |
4.95 |
|
| 7 |
4.95 |
8 |
0.00 |
|
| 9 |
0.00 |
|||
|
Lift 1 right - brake force |
1 |
3.32 |
2 |
3.32 |
| 3 |
4.85 |
4 |
4.85 |
|
| 5 |
4.95 |
6 |
4.95 |
|
| 7 |
4.95 |
8 |
0.00 |
|
| 9 |
0.00 |
|||
|
The earthquake left |
1 |
4.21 |
2 |
4.18 |
| 3 |
6.22 |
4 |
6.21 |
|
| 5 |
6.34 |
6 |
6.33 |
|
| 7 |
6.34 |
8 |
0.00 |
|
| 9 |
0.00 |
|||
|
Right earthquake |
1 |
4.18 |
2 |
4.21 |
| 3 |
6.21 |
4 |
6.22 |
|
| 5 |
6.33 |
6 |
6.34 |
|
| 7 |
6.34 |
8 |
0.00 |
|
| 9 |
0.00 |
Results of component design
Note:
*Above only part of the whole report.
*Above pictures are not related to the datas, but all for the same project
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