Dear Civil Aspirant, We are delighted to share with you the links to our comprehensive course information. Whether you prefer learning online or offline, we've got you covered! For a better view and understanding, we recommend opening the links on your laptop. 1) Master Study in Structural Engineering Learn more at: e-construct.in/courses/master-study-in-structural-engineering/ 2) Master Study in Project Management with BIM Technology Discover more at: e-construct.in/courses/master-study-in-project-management-with-bim-technology/ 3) Master Study Composite Course in Structures + BIM + Project Management Find out all the details at: e-construct.in/courses/master-study-composite-course-in-structures-bim-project-management/ 4) Online Master Study in Interior Designing with Project Management (7-12 Months) Explore the program at: e-construct.in/courses/master-study-in-interior-designing-with-project-management/ 5) Masters Study in Project Management with Contracts Management (Specialization) Learn about the specialized program at: e-construct.in/courses/masters-study-in-project-management-with-contracts-management/ 6) Master Study in Branding & Promotions Unleash your potential at: e-construct.in/courses/master-study-in-branding-promotions/ Feel free to go through each link to find the course that aligns perfectly with your aspirations. Should you have any questions or need further assistance, please don't hesitate to reach out. Wishing you a successful journey towards achieving your civil engineering goals! Best regards, Econstruct Design and Build Pvt Ltd +91 9036744017 +91 7259921111
Thank you very much sir. The way you teach is very easy to grasp the concept. Sir I have a question regarding ETABS Modeling. In architectural drawing we see often that a beam is resting on the edge of the column which means that the column and beam centerlines are not matching. But in practice I saw the in ETBAS modeling the beam and column centerlines are modeled as they are in the same line, which means the column position is not same as it is in the architectural drawing. I know this type of modeling can be done in ETABS using Link/Insertion Point. So my question is what is the correct practice? As far as I know the column position in ETABS should exactly match with the position in the architectural drawing
NZS 3101-2006, PEER Report 2017/06 and 2023 LATBSDC Guidelines for New Buildings provide more detailed property stiffness modifiers. Multiple iterations for tensile stress to see which members are actually cracking.
Different materials have unique mechanical properties. Adjusting the stiffness factor ensures that structures are designed to withstand specific loads, optimizing the use of materials and ensuring safety. It allows engineers to balance rigidity and flexibility, leading to cost-effective and structurally sound constructions.
Due to unique factors like geological conditions, climate, materials availability, and cultural practices. These codes ensure structures are safe, adaptable to local needs, and compliant with regional regulations.
What should be the stiffness modifier for the retaining wall......!!!?? Because when someone says wall these shear walls and retaining walls both are totally different.....
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Dear Civil Aspirant,
We are delighted to share with you the links to our comprehensive course information. Whether you prefer learning online or offline, we've got you covered! For a better view and understanding, we recommend opening the links on your laptop.
1) Master Study in Structural Engineering
Learn more at: e-construct.in/courses/master-study-in-structural-engineering/
2) Master Study in Project Management with BIM Technology
Discover more at: e-construct.in/courses/master-study-in-project-management-with-bim-technology/
3) Master Study Composite Course in Structures + BIM + Project Management
Find out all the details at: e-construct.in/courses/master-study-composite-course-in-structures-bim-project-management/
4) Online Master Study in Interior Designing with Project Management (7-12 Months)
Explore the program at: e-construct.in/courses/master-study-in-interior-designing-with-project-management/
5) Masters Study in Project Management with Contracts Management (Specialization)
Learn about the specialized program at: e-construct.in/courses/masters-study-in-project-management-with-contracts-management/
6) Master Study in Branding & Promotions
Unleash your potential at: e-construct.in/courses/master-study-in-branding-promotions/
Feel free to go through each link to find the course that aligns perfectly with your aspirations. Should you have any questions or need further assistance, please don't hesitate to reach out.
Wishing you a successful journey towards achieving your civil engineering goals!
Best regards,
Econstruct Design and Build Pvt Ltd
+91 9036744017
+91 7259921111
Thank you very much sir. The way you teach is very easy to grasp the concept. Sir I have a question regarding ETABS Modeling. In architectural drawing we see often that a beam is resting on the edge of the column which means that the column and beam centerlines are not matching. But in practice I saw the in ETBAS modeling the beam and column centerlines are modeled as they are in the same line, which means the column position is not same as it is in the architectural drawing. I know this type of modeling can be done in ETABS using Link/Insertion Point. So my question is what is the correct practice? As far as I know the column position in ETABS should exactly match with the position in the architectural drawing
NZS 3101-2006, PEER Report 2017/06 and 2023 LATBSDC Guidelines for New Buildings provide more detailed property stiffness modifiers. Multiple iterations for tensile stress to see which members are actually cracking.
Dear sir it is necessary to explain why we have to change stiffness factor....
Different materials have unique mechanical properties. Adjusting the stiffness factor ensures that structures are designed to withstand specific loads, optimizing the use of materials and ensuring safety. It allows engineers to balance rigidity and flexibility, leading to cost-effective and structurally sound constructions.
Hii sir why should a different country have different codes ?
Due to unique factors like geological conditions, climate, materials availability, and cultural practices. These codes ensure structures are safe, adaptable to local needs, and compliant with regional regulations.
What should be the stiffness modifier for the retaining wall......!!!?? Because when someone says wall these shear walls and retaining walls both are totally different.....