Structural calculations

@androaiad

Hello, I am a design engineer. I am expert in Structural analysis and designs of different structures so i can do the required design drawings in the required time. I have done similar designs before and finished 600+ projects. Please check my portfolio and reviews. Thanks.

@azraazeen9

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@abubakarek3

Hello there! I can review Beam 6 and assess the proposed 7x11.875 Parallam beam against a lower profile steel beam option, including the 14.5 ft span, loading, deflection, connections, and the proposed 2x8 Douglas fir members for joist attachment. I have years of experience reviewing structural plans and can provide clear calculations and practical recommendations while coordinating the final solution with the project engineer. I can start working on your project now and complete it within your required timeframe. Please share the PDF plans and I’ll review the beam details. Best Regards Muhammad Abubakar Siddiqui

@engrfarooq04

Hello, I am a structural engineering professional with experience in structural analysis, building design, construction engineering, and AutoCAD. I can thoroughly review your plans, specifically Beam 6 on Sheet S2, and assess the proposed reduced-depth steel beam solution. I will perform the required checks for bending, shear, deflection, load capacity, span requirements, and connections with the 2x8 Douglas Fir members. I will also compare the proposed 7x5 steel beam against the specified 7x11.875 Parallam beam and provide clear engineering calculations and a practical recommendation. My focus is to achieve the required strength and serviceability while reducing beam depth. **Send me the plans and Beam 6 details, and I’ll begin the structural assessment and provide you with a clear, actionable recommendation.**

@proggon

Hello, I understand that you are looking to optimize the beam design for your project, ensuring it provides the necessary structural support while also fitting within the constraints of the existing floor joists. The challenge of achieving a flush finish with the beam is crucial, and I appreciate your detailed insights into the proposed alternatives you've considered. To address your needs, I can conduct thorough structural calculations to verify the feasibility of a 7x5 steel beam with the specified wall thickness, ensuring it meets or exceeds the required strength and deflection criteria. Additionally, I will examine the integration of the attached 2x8 Douglas fir, analyzing its impact on the overall structural integrity. My approach will include a detailed review of the plans you've provided and any necessary adjustments based on the load and span specifications to guarantee that the solution is both safe and effective. Could you please confirm the load requirements so I can provide a more tailored response? https://www.freelancer.com/u/proggon Best regards, Wahaj Barlas.

@Wonitaf

Hi there, I understand the challenge you're facing with the 7x11.875 parallam beam and its flush installation. It can be frustrating when the engineering suggestions don’t align with your vision. Your idea for a 7x5 steel beam with 3/8" wall thickness and 2x8 Douglas fir attachments sounds promising; it’s great that you’re considering both strength and deflection. I’ve worked on similar projects where structural calculations and design adjustments were key to achieving a seamless finish. My background includes extensive experience in structural engineering calculations and I’m confident I can help ensure your design meets all requirements while maintaining that professional look you’re after. I communicate quickly and can provide a fast turnaround, so we can get this sorted efficiently. Let me know if you are available for a quick chat! Regards, Wonita