Tag Archives: Deflection due to shear

py_Conbeam – 4

Posted on 13/08/2024 by dougaj4

The last post in the current series compares results from the py_Conbeam function with beam analysis results from the Strand7 FEA software. There have been further significant changes to the Python code and the spreadsheet, so please download the latest … Continue reading →

Posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Link to Python, Newton, NumPy and SciPy, PyXLL, Strand7, UDFs | Tagged beam analysis, Cantilever beams, continuous beams, Deflection due to shear, Excel, Python, PyXLL, py_Conbeam, Strand7, UDFs | 1 Comment

	py_ConBeamU and Stra… on py_ConBeamU
	py_ConBeamU and Stra… on ConBeamU and Strand7 check…
	ConBeamU and Strand7… on Using ConbeamU
	ConBeamU and Strand7… on ConBeamU 4.08…
	dougaj4 on The TrimRange Function
	khoitsma on The TrimRange Function
	py_UMom 1-05 \| Newto… on py_UMom 1.04
	py_UMom 1.04 \| Newto… on py_UMom spreadsheet and OptShe…
	Mandelbrot, Mojo, Nu… on Computing and plotting the Man…
	py_Numpy update 2: P… on Numpy where and split, and py_…
	Numpy where and spli… on Scipy functions with Excel and…
	py_RC Elastic 1.05 w… on Elastic Biaxial Bending
	py_RC Elastic 1.05 w… on py_RC Elastic 1.04 and fatigue…
	ConBeamU update \| Ne… on Using ConbeamU
	dougaj4 on Using ConbeamU

Tag Archives: Deflection due to shear

py_Conbeam – 4

Categories

RSS Feed

Search NewtonExcelBach

Archives

Top Posts

Recent Comments

Blogroll

Family Links