treeblock.blogg.se

1. #Staad pro analysis example software
2. #Staad pro analysis example code
3. #Staad pro analysis example plus

The nonlinear members will have an updated orientation with new tension and sag effects. (5) Go to step 2 and repeat with a greater percentage of the applied load. If force changes are too large or convergence criteria not met within 15 iterations then stop the analysis. (4) Perform equilibrium iterations to adjust the change in directions of the forces in the nonlinear cables, so that the structure is in static equilibrium in the deformed position. (3) Assemble and solve the global matrix with the percentage of the total applied load used for this load step.

#Staad pro analysis example plus

Cable stiffness is from EA/L and the sag formula plus a geometric stiffness based on current tension. (2) Member/Element/Cable stiffness is formed.

(1) Compute the unstressed length of the nonlinear members based on joint coordinates, pretension, and temperature. Alternatively, you may enter the unstressed length for cables.

Pretension is the force necessary to stretch the cable/truss from its unstressed length to enable it to fit between the two end joints. The cables and preloaded trusses can have large displacement and moderate/large strain. I am proficient in using the following software: STAAD Pro, Tekla Structures, AutoCAD (Autodesk Certified), Revit (Autodesk certified), ETABS, Prokon, SAFE, SACS, Microsoft Office and Primavera.This method assumes small displacement theory for all members/trusses/elements other than cables and preloaded trusses. fixed offshore platforms / topsides and jackets performing pre-service, in-place, seismic, fatigue and joint can analyses as well as pile soil interaction. In addition, I have knowledge about offshore structure design i.e. Moreover, I have also designed composite structures: steel and RCC. I also have experience in designing concrete structures of different purposes with different types of slabs, foundations, shear walls and retaining walls. warehouses, workshops with overhead crane facility etc.) and oil & gas (e.g. shopping malls, sport clubs, cinemas, multi-purpose and marriage halls etc.), industrial (e.g. villas and multi story buildings), commercial (e.g. I have designed various projects of different types: residential (e.g. I am a Structural Engineer and PMP (Project Management Professional), with vast experience in structural design of hot rolled and PEB steel structures in a leading structural steel fabricator. ✓ Reading and understanding steel structure drawings.

#Staad pro analysis example code

✓ Design of deck slab (deck sheet + RCC slab) according to code SDI-C. ✓ Importing user-customized section shapes using user table via Section Wizard into STAAD. slender sections definition and typical PEB section ratios. ✓ Basic steel material properties and mechanics. ✓ Getting the base reactions, SFD, BMD and the member end forces. ✓ Using the STAAD editor and defining design parameters. ✓ Understanding concept of jack beam and floating column. ✓ Member take off: for bill of quantities and total tonnage of the project. ✓ Member optimization based on the utilization ratio (stress ratio) and deflection limits as per the serviceability requirements of ASCE / IBC. ✓ Design of workshops with overhead cranes and crane runway beam in STAAD. ✓ Incorporating seismic considerations in the design of multi-story buildings as per UBC code. ✓ Wind load calculation according to MBMA and ASCE. ✓ Assigning different types of loads like dead, live, thermal… and load combinations as per ASCE. ✓ Assigning member properties of both hot rolled and built-up sections (section size, grade, orientation etc.)

#Staad pro analysis example software

✓ Introduction about STAAD Pro software and creating the geometry of the structure. ✓ PEB and hot rolled structural steel design of low-rise industrial and multi-story buildings using codes: AISC, MBMA, ASCE, IBC and UBC.