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Columns Pilasters Piers, General Design and Analysis for Axial, Bending and Shear Forces, Masonry

Masonry Subject to Compression and Flexure – Stability – ASD

by Ryan Freund • November 19, 2013 • 1 Comment

Masonry Subject to Compression and Flexure – Stability – ASD References Ref 1 ACI 530/ASCE 5/TMS 402 direct number references are for the 2005 version however the method does not change up to the 2013 version. Found here Ref 2 Masrony Structures…

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Columns Pilasters Piers, Masonry

Masonry Columns, Piers, Pilasters

by Ryan Freund • March 14, 2013 • 0 Comments

Masonry Columns, Piers and Pilasters How to analyze and design reinforced masonry columns, piers and pilasters and clarifying effective spacing. For analysis of masonry members utilizing flanges and compression reinforcement see Masonry – Compression Reinforcement and Effective Flanges References Ref 1: MSJC –…

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Earth Retention, Retaining Walls

Complex Geometries – Stable Feature Behind MSE Wall

by Ryan Freund • February 11, 2013 • 0 Comments

Stable Feature Behind MSE Wall / Narrow Wall This will be one of several  posts regarding MSE walls with complex geometry. The main references for this post and the posts to follow will be the research conducted by The Federal Highway Administration (FHWA) and mainly…

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Mechanics of Materials, Torsion

Torsion in Rectangular Prism

by Ryan Freund • January 29, 2013 • 0 Comments

Torsion in Rectangular Prism I hope to expand on this post in the future and relate the equations that are derived for find stresses and strains of a rectangular prism (bar) to that of an I shaped section. Then relating…

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Mechanics of Materials

Mechanics of Materials – Basics

by Ryan Freund • January 28, 2013 • 0 Comments

Mechanics of Materials – Basics I would like to describe the process or logic or algorithm if you will in which must be followed in order to develop theories for mechanics of materials.  The process / logic / algorithm can go in…

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Stability - Steel Structures, Steel

Stability – AISC’s Approximate Second-Order Analysis B1 B2 Method

by Ryan Freund • January 22, 2013 • 2 Comments

AISC’s Approximate Second-Order Analysis B1 B2 Method Lets look at a very simple building with a simple moment frame to resist lateral loads. We will complete the analysis using AISC’s approximate second-order analysis more commonly known as the B1 – B2…

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Recent Comments

  • Ryan Freund on ASD Stress vs ASD Strength vs LRFD All are LSD
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