Tag Archives: hyperstatic moments

Secondary moments in prestressed beams with FEA

Posted on 09/01/2023 by dougaj4

Secondary (or hyperstatic) bending moments occur in prestressed beams that are continuous over internal supports, or have other redundant support conditions. Any eccentric prestress force will cause a beam to deflect, and if these deflections are restrained at internal supports, … Continue reading →

Posted in Beam Bending, Concrete, Excel, Finite Element Analysis, Frame Analysis, Newton, Strand7 | Tagged Excel, FEA, hyperstatic moments, prestressing, secondary moments, Strand7, Warner Rangan Hall & Faulkes | 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: hyperstatic moments

Secondary moments in prestressed beams with FEA

Categories

RSS Feed

Search NewtonExcelBach

Archives

Top Posts

Recent Comments

Blogroll

Family Links