Tag Archives: PLCurve

Using RC Design Functions – 3

Posted on 08/06/2013 by dougaj4

In the previous post in this series I looked at the results available from the EStress function in the RC Design Functions spreadsheet. Three associated functions are: EstressCap PLCurve TStiff EStressCap finds the maximum bending moment for a specified axial load, … Continue reading →

Posted in Beam Bending, Concrete, Excel, Newton, UDFs, VBA | Tagged creep, Curvature, Excel, PLCurve, shrinkage, tension stiffening, Tstiff, UDF, VBA | 1 Comment

	Scipy-statistics wit… on Transferring different data ty…
	Scipy-statistics wit… on Scipy-statistics update
	dougaj4 on Spherical Geometry and Vincent…
	Pat Kirol on Spherical Geometry and Vincent…
	… and then py_… on py_xlCBA 0.04
	Alternative iterativ… on Newton-Raphson and Brent…
	Alternative iterativ… on Scipy functions with Excel and…
	Z on Downloads
	py_xlCBA – Sup… on py_xlCBA update
	dougaj4 on Downloads
	Z on Downloads
	py_xlCBA update \| Ne… on Calling PyCBA from Excel
	Z on Reinforced concrete elastic an…
	dougaj4 on Reinforced concrete elastic an…
	khoitsma on Continuous beam animations wit…

Tag Archives: PLCurve

Using RC Design Functions – 3

Categories

RSS Feed

Search NewtonExcelBach

Archives

Top Posts

Recent Comments

Blogroll

Family Links