staad pro manual | staad pro examples manual pdf
staad pro manual| staad pro examples manual pdf
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staad pro manual
About this Manual:
Section 1 of the manual contains a general description of the analysis and design facilities available in the STAAD engine. Specific information on steel, concrete, and timber design is available in Sections 2, 3, and 4 of this manual, respectively. Detailed STAAD engine STD file command formats and other specific user information is presented in Section 5.
PROCEDURE
It is well-known fact that users of any software for structural analysis and Design do not know whether the program is having any bugs or its correctness while using. Since any program developed may contain some error or bugs it is necessary for the users to check the model and analysis and design results at some point to
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check the results manually so as to make sure that:
1. The input data while modelling the structures is correct.
2. The assumed and the input loads on the structure are on par with the actual condition of the structure.
3. The support condition considered is as per site condition.
4. A countercheck to verify that ΣH=0; ΣV=0 and ΣM=0.
MODEL-CHECKING:
It is important to check the UNITS at every stage while modelling since it may lead to an unexpected error in the output. While modelling the use of length units may be in the meter for beam, column and plate and while entering the properties it is usual practise to make use of either mms or inch unit since we know the dimensions which are familiar. While inputting the LOADS on members check the UNIT system is in KN and meter system since the program continues to use the previous unit till it is changed. Before inputting the LOADS to the structure facility is available in STAADPRO as per the screenshot.
a. Check Multiple Structures. Sometimes by mistake the user would have without his knowledge created too many members and structure. Better use this tool menu to remove the multiple
WIND LOAD:
It is possible to generate the wind load by the program provided it is defined at
the start by adding the required input data. In order to check the values
generated by the program, a simple manual check can be made as described.
To find the point load FX or FZ at a joint as nodal wind force calculate the
tributary area for the corresponding node and multiply it with the intensity of
loading.
For example:
Area = (h1+h2)/2*(L1+L2)/2* intensity of loading.
Please note that the consistency unit shall be used.
Where h1 and h2 are the height above and below the joint in meters and L1 and
L2 are the width of the bay on either side of the node in meter units. If h1 =4.0m
and h2=3.0m, L1=5.0m and L2=6.0m then the tributary area for the node is
=(4+3)/2*(5+6)/2 = 19.25sq.m.
Using an intensity of 1KN/sq.m the nodal force shall be =19.25 KN. This can be
verified with the values generated by the program.
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